id sid tid token lemma pos fis-3408 1 1 microsoft microsoft PROPN fis-3408 1 2 word word NOUN fis-3408 1 3 numero_60_art_22_3408.docx numero_60_art_22_3408.docx SCONJ fis-3408 1 4 a.-a a.-a NOUN fis-3408 1 5 . . PUNCT fis-3408 1 6 a. a. NOUN fis-3408 1 7 a. a. PROPN fis-3408 1 8 graf graf PROPN fis-3408 1 9 et et PROPN fis-3408 1 10 al al PROPN fis-3408 1 11 . . PROPN fis-3408 1 12 , , PUNCT fis-3408 1 13 frattura frattura PROPN fis-3408 1 14 ed ed PROPN fis-3408 1 15 integrità integrità PROPN fis-3408 1 16 strutturale strutturale PROPN fis-3408 1 17 , , PUNCT fis-3408 1 18 60 60 NUM fis-3408 1 19 ( ( PUNCT fis-3408 1 20 2022 2022 NUM fis-3408 1 21 ) ) PUNCT fis-3408 1 22 310 310 NUM fis-3408 1 23 - - SYM fis-3408 1 24 330 330 NUM fis-3408 1 25 ; ; PUNCT fis-3408 1 26 doi doi NOUN fis-3408 1 27 : : PUNCT fis-3408 1 28 10.3221 10.3221 NUM fis-3408 1 29 / / SYM fis-3408 1 30 igf igf PROPN fis-3408 1 31 - - ADJ fis-3408 1 32 esis.60.22 esis.60.22 NOUN fis-3408 1 33 310 310 NUM fis-3408 1 34 focussed focusse VERB fis-3408 1 35 on on ADP fis-3408 1 36 the the DET fis-3408 1 37 failure failure NOUN fis-3408 1 38 analysis analysis NOUN fis-3408 1 39 of of ADP fis-3408 1 40 materials material NOUN fis-3408 1 41 and and CCONJ fis-3408 1 42 structures structure NOUN fis-3408 1 43 experimental experimental ADJ fis-3408 1 44 and and CCONJ fis-3408 1 45 numerical numerical ADJ fis-3408 1 46 evaluation evaluation NOUN fis-3408 1 47 of of ADP fis-3408 1 48 compression compression NOUN fis-3408 1 49 confinement confinement ADJ fis-3408 1 50 techniques technique NOUN fis-3408 1 51 for for ADP fis-3408 1 52 hsc hsc NOUN fis-3408 1 53 beams beam NOUN fis-3408 1 54 reinforced reinforce VERB fis-3408 1 55 with with ADP fis-3408 1 56 different different ADJ fis-3408 1 57 ratios ratio NOUN fis-3408 1 58 of of ADP fis-3408 1 59 high high ADJ fis-3408 1 60 strength strength NOUN fis-3408 1 61 steel steel NOUN fis-3408 1 62 reinforcement reinforcement NOUN fis-3408 1 63 abdo abdo PROPN fis-3408 1 64 - - PUNCT fis-3408 1 65 alfatah alfatah PROPN fis-3408 1 66 a. a. NOUN fis-3408 1 67 a. a. NOUN fis-3408 1 68 graf graf PROPN fis-3408 1 69 faculty faculty NOUN fis-3408 1 70 of of ADP fis-3408 1 71 engineering engineering PROPN fis-3408 1 72 , , PUNCT fis-3408 1 73 zagazig zagazig PROPN fis-3408 1 74 university university PROPN fis-3408 1 75 , , PUNCT fis-3408 1 76 egypt egypt PROPN fis-3408 1 77 grafabdo2016@gmail.com grafabdo2016@gmail.com PROPN fis-3408 1 78 , , PUNCT fis-3408 1 79 https://orcid.org/0000-0002-6422-4252 https://orcid.org/0000-0002-6422-4252 PROPN fis-3408 1 80 mohamed mohamed PROPN fis-3408 1 81 bneni bneni PROPN fis-3408 1 82 faculty faculty NOUN fis-3408 1 83 of of ADP fis-3408 1 84 engineering engineering NOUN fis-3408 1 85 , , PUNCT fis-3408 1 86 university university NOUN fis-3408 1 87 of of ADP fis-3408 1 88 zawia zawia PROPN fis-3408 1 89 , , PUNCT fis-3408 1 90 libya libya PROPN fis-3408 1 91 mohamedbneni@yahoo.com mohamedbneni@yahoo.com PROPN fis-3408 1 92 , , PUNCT fis-3408 1 93 https://orcid.org/0000-0002-4352-5654 https://orcid.org/0000-0002-4352-5654 PROPN fis-3408 1 94 abd abd PROPN fis-3408 1 95 el el PROPN fis-3408 1 96 - - PROPN fis-3408 1 97 monem monem PROPN fis-3408 1 98 i. i. PROPN fis-3408 1 99 el el PROPN fis-3408 1 100 - - PROPN fis-3408 1 101 kholy kholy PROPN fis-3408 1 102 , , PUNCT fis-3408 1 103 ahmed ahmed PROPN fis-3408 1 104 . . PUNCT fis-3408 2 1 m. m. PROPN fis-3408 2 2 e. e. PROPN fis-3408 2 3 elkilani elkilani PROPN fis-3408 2 4 , , PUNCT fis-3408 2 5 seleem seleem PROPN fis-3408 2 6 s. s. PROPN fis-3408 2 7 e. e. PROPN fis-3408 2 8 ahmad ahmad PROPN fis-3408 2 9 faculty faculty PROPN fis-3408 2 10 of of ADP fis-3408 2 11 engineering engineering PROPN fis-3408 2 12 , , PUNCT fis-3408 2 13 zagazig zagazig PROPN fis-3408 2 14 university university PROPN fis-3408 2 15 , , PUNCT fis-3408 2 16 egypt egypt PROPN fis-3408 2 17 str.eng.elkholy@gmail.com str.eng.elkholy@gmail.com NUM fis-3408 2 18 , , PUNCT fis-3408 2 19 https://orcid.org/0000-0003-4247-2041 https://orcid.org/0000-0003-4247-2041 VERB fis-3408 2 20 eng_3azab99@yahoo.com eng_3azab99@yahoo.com PROPN fis-3408 2 21 , , PUNCT fis-3408 2 22 http://orcid.org/0000-0001-6188-205x http://orcid.org/0000-0001-6188-205x ADP fis-3408 2 23 seleemahmad62@yahoo.com seleemahmad62@yahoo.com PROPN fis-3408 2 24 , , PUNCT fis-3408 2 25 http://orcid.org/0000-0001-9894-0209 http://orcid.org/0000-0001-9894-0209 NOUN fis-3408 2 26 abstract abstract NOUN fis-3408 2 27 . . PUNCT fis-3408 3 1 this this DET fis-3408 3 2 work work NOUN fis-3408 3 3 presents present VERB fis-3408 3 4 experimental experimental ADJ fis-3408 3 5 and and CCONJ fis-3408 3 6 numerical numerical ADJ fis-3408 3 7 research research NOUN fis-3408 3 8 to to PART fis-3408 3 9 evaluate evaluate VERB fis-3408 3 10 the the DET fis-3408 3 11 compression compression NOUN fis-3408 3 12 confinement confinement NOUN fis-3408 3 13 techniques technique NOUN fis-3408 3 14 of of ADP fis-3408 3 15 hsc hsc NOUN fis-3408 3 16 beams beam NOUN fis-3408 3 17 reinforced reinforce VERB fis-3408 3 18 with with ADP fis-3408 3 19 different different ADJ fis-3408 3 20 ratios ratio NOUN fis-3408 3 21 of of ADP fis-3408 3 22 high high ADJ fis-3408 3 23 - - PUNCT fis-3408 3 24 strength strength NOUN fis-3408 3 25 steel steel NOUN fis-3408 3 26 reinforcement reinforcement NOUN fis-3408 3 27 . . PUNCT fis-3408 4 1 twelve twelve NUM fis-3408 4 2 specimens specimen NOUN fis-3408 4 3 of of ADP fis-3408 4 4 high high ADJ fis-3408 4 5 - - PUNCT fis-3408 4 6 strength strength NOUN fis-3408 4 7 reinforced reinforce VERB fis-3408 4 8 concrete concrete ADJ fis-3408 4 9 beams beam NOUN fis-3408 4 10 with with ADP fis-3408 4 11 two two NUM fis-3408 4 12 different different ADJ fis-3408 4 13 compression compression NOUN fis-3408 4 14 confinement confinement NOUN fis-3408 4 15 techniques technique NOUN fis-3408 4 16 were be AUX fis-3408 4 17 tested test VERB fis-3408 4 18 experimentally experimentally ADV fis-3408 4 19 . . PUNCT fis-3408 5 1 the the DET fis-3408 5 2 first first ADJ fis-3408 5 3 method method NOUN fis-3408 5 4 is be AUX fis-3408 5 5 used use VERB fis-3408 5 6 carbon carbon NOUN fis-3408 5 7 fiber fiber NOUN fis-3408 5 8 reinforced reinforce VERB fis-3408 5 9 polymers polymer NOUN fis-3408 5 10 sheets sheet NOUN fis-3408 5 11 ( ( PUNCT fis-3408 5 12 cfrps cfrps PROPN fis-3408 5 13 ) ) PUNCT fis-3408 5 14 around around ADP fis-3408 5 15 the the DET fis-3408 5 16 compression compression NOUN fis-3408 5 17 zone zone NOUN fis-3408 5 18 , , PUNCT fis-3408 5 19 cf cf NOUN fis-3408 5 20 , , PUNCT fis-3408 5 21 and and CCONJ fis-3408 5 22 the the DET fis-3408 5 23 steel steel NOUN fis-3408 5 24 fibers fiber NOUN fis-3408 5 25 reinforced reinforce VERB fis-3408 5 26 concrete concrete NOUN fis-3408 5 27 is be AUX fis-3408 5 28 used use VERB fis-3408 5 29 in in ADP fis-3408 5 30 the the DET fis-3408 5 31 compression compression NOUN fis-3408 5 32 zone zone NOUN fis-3408 5 33 by by ADP fis-3408 5 34 1 1 NUM fis-3408 5 35 % % NOUN fis-3408 5 36 of of ADP fis-3408 5 37 volume volume NOUN fis-3408 5 38 fraction fraction NOUN fis-3408 5 39 , , PUNCT fis-3408 5 40 sf sf PROPN fis-3408 5 41 , , PUNCT fis-3408 5 42 in in ADP fis-3408 5 43 the the DET fis-3408 5 44 second second ADJ fis-3408 5 45 case case NOUN fis-3408 5 46 . . PUNCT fis-3408 6 1 a a DET fis-3408 6 2 3 3 NUM fis-3408 6 3 - - SYM fis-3408 6 4 d d NOUN fis-3408 6 5 finite finite ADJ fis-3408 6 6 element element NOUN fis-3408 6 7 analysis analysis NOUN fis-3408 6 8 was be AUX fis-3408 6 9 done do VERB fis-3408 6 10 ; ; PUNCT fis-3408 6 11 using use VERB fis-3408 6 12 the the DET fis-3408 6 13 ansys ansys PROPN fis-3408 6 14 program program NOUN fis-3408 6 15 to to PART fis-3408 6 16 simulate simulate VERB fis-3408 6 17 and and CCONJ fis-3408 6 18 idealize idealize VERB fis-3408 6 19 all all DET fis-3408 6 20 experimental experimental ADJ fis-3408 6 21 specimens specimen NOUN fis-3408 6 22 . . PUNCT fis-3408 7 1 the the DET fis-3408 7 2 numerical numerical ADJ fis-3408 7 3 and and CCONJ fis-3408 7 4 experimental experimental ADJ fis-3408 7 5 results result NOUN fis-3408 7 6 of of ADP fis-3408 7 7 the the DET fis-3408 7 8 rc rc PROPN fis-3408 7 9 beams beam NOUN fis-3408 7 10 were be AUX fis-3408 7 11 validated validate VERB fis-3408 7 12 and and CCONJ fis-3408 7 13 compared compare VERB fis-3408 7 14 in in ADP fis-3408 7 15 this this DET fis-3408 7 16 work work NOUN fis-3408 7 17 . . PUNCT fis-3408 8 1 the the DET fis-3408 8 2 results result NOUN fis-3408 8 3 showed show VERB fis-3408 8 4 that that SCONJ fis-3408 8 5 there there PRON fis-3408 8 6 is be VERB fis-3408 8 7 a a DET fis-3408 8 8 good good ADJ fis-3408 8 9 idealization idealization NOUN fis-3408 8 10 using use VERB fis-3408 8 11 3 3 NUM fis-3408 8 12 - - PUNCT fis-3408 8 13 d d ADJ fis-3408 8 14 finite finite ADJ fis-3408 8 15 element element NOUN fis-3408 8 16 models model NOUN fis-3408 8 17 with with ADP fis-3408 8 18     SPACE fis-3408 8 19 the the DET fis-3408 8 20 experimental experimental ADJ fis-3408 8 21 specimens specimen NOUN fis-3408 8 22 . . PUNCT fis-3408 9 1 also also ADV fis-3408 9 2 , , PUNCT fis-3408 9 3 it it PRON fis-3408 9 4 was be AUX fis-3408 9 5 found find VERB fis-3408 9 6 that that SCONJ fis-3408 9 7 using use VERB fis-3408 9 8 the the DET fis-3408 9 9 suggested suggest VERB fis-3408 9 10 techniques technique NOUN fis-3408 9 11 can can AUX fis-3408 9 12 increase increase VERB fis-3408 9 13 the the DET fis-3408 9 14 strength strength NOUN fis-3408 9 15 ratio ratio NOUN fis-3408 9 16 and and CCONJ fis-3408 9 17 increase increase VERB fis-3408 9 18 the the DET fis-3408 9 19 ductility ductility NOUN fis-3408 9 20 index index NOUN fis-3408 9 21 depending depend VERB fis-3408 9 22 on on ADP fis-3408 9 23 the the DET fis-3408 9 24 tensile tensile NOUN fis-3408 9 25 reinforcement reinforcement NOUN fis-3408 9 26 ratios ratio NOUN fis-3408 9 27 . . PUNCT fis-3408 10 1 moreover moreover ADV fis-3408 10 2 , , PUNCT fis-3408 10 3 the the DET fis-3408 10 4 energy energy NOUN fis-3408 10 5 absorption absorption NOUN fis-3408 10 6 and and CCONJ fis-3408 10 7 the the DET fis-3408 10 8 mode mode NOUN fis-3408 10 9 of of ADP fis-3408 10 10 failure failure NOUN fis-3408 10 11 were be AUX fis-3408 10 12 enhanced enhance VERB fis-3408 10 13 . . PUNCT fis-3408 11 1 keywords keyword NOUN fis-3408 11 2 . . PUNCT fis-3408 12 1 hsc hsc NOUN fis-3408 12 2 beams beam NOUN fis-3408 12 3 ; ; PUNCT fis-3408 12 4 confinement confinement ADJ fis-3408 12 5 techniques technique NOUN fis-3408 12 6 ; ; PUNCT fis-3408 12 7 ansys ansys X fis-3408 12 8 ; ; PUNCT fis-3408 12 9 carbon carbon NOUN fis-3408 12 10 fiber fiber NOUN fis-3408 12 11 reinforced reinforce VERB fis-3408 12 12 polymers polymer NOUN fis-3408 12 13 ; ; PUNCT fis-3408 12 14 steel steel NOUN fis-3408 12 15 fiber fiber NOUN fis-3408 12 16 ; ; PUNCT fis-3408 12 17 ductility ductility NOUN fis-3408 12 18 ; ; PUNCT fis-3408 12 19 mode mode NOUN fis-3408 12 20 of of ADP fis-3408 12 21 failure failure NOUN fis-3408 12 22 . . PUNCT fis-3408 13 1 citation citation NOUN fis-3408 13 2 : : PUNCT fis-3408 13 3 graf graf NOUN fis-3408 13 4 , , PUNCT fis-3408 13 5 a.-a a.-a PROPN fis-3408 13 6 . . PUNCT fis-3408 14 1 a. a. NOUN fis-3408 14 2 a. a. PROPN fis-3408 14 3 , , PUNCT fis-3408 14 4 bneni bneni NOUN fis-3408 14 5 , , PUNCT fis-3408 14 6 m. m. NOUN fis-3408 14 7 , , PUNCT fis-3408 14 8 elkholy elkholy ADJ fis-3408 14 9 , , PUNCT fis-3408 14 10 a. a. NOUN fis-3408 14 11 m. m. PROPN fis-3408 14 12 i. i. PROPN fis-3408 14 13 , , PUNCT fis-3408 14 14 elkilani elkilani PROPN fis-3408 14 15 , , PUNCT fis-3408 14 16 a. a. PROPN fis-3408 14 17 m. m. PROPN fis-3408 14 18 e. e. PROPN fis-3408 14 19 , , PUNCT fis-3408 14 20 ahmad ahmad PROPN fis-3408 14 21 , , PUNCT fis-3408 14 22 s. s. PROPN fis-3408 14 23 s. s. PROPN fis-3408 14 24 e. e. PROPN fis-3408 14 25 , , PUNCT fis-3408 14 26 experimental experimental ADJ fis-3408 14 27 and and CCONJ fis-3408 14 28 numerical numerical ADJ fis-3408 14 29 evaluation evaluation NOUN fis-3408 14 30 for for ADP fis-3408 14 31 compression compression NOUN fis-3408 14 32 confinement confinement ADJ fis-3408 14 33 techniques technique NOUN fis-3408 14 34 of of ADP fis-3408 14 35 hsc hsc NOUN fis-3408 14 36 beams beam NOUN fis-3408 14 37 reinforced reinforce VERB fis-3408 14 38 with with ADP fis-3408 14 39 different different ADJ fis-3408 14 40 ratios ratio NOUN fis-3408 14 41 of of ADP fis-3408 14 42 high high ADJ fis-3408 14 43 strength strength NOUN fis-3408 14 44 steel steel NOUN fis-3408 14 45 reinforcement reinforcement NOUN fis-3408 14 46 , , PUNCT fis-3408 14 47 frattura frattura PROPN fis-3408 14 48 ed ed PROPN fis-3408 14 49 integrità integrità PROPN fis-3408 14 50 strutturale strutturale PROPN fis-3408 14 51 , , PUNCT fis-3408 14 52 60 60 NUM fis-3408 14 53 ( ( PUNCT fis-3408 14 54 2022 2022 NUM fis-3408 14 55 ) ) PUNCT fis-3408 14 56 310 310 NUM fis-3408 14 57 - - SYM fis-3408 14 58 330 330 NUM fis-3408 14 59 . . PUNCT fis-3408 14 60 received receive VERB fis-3408 14 61 : : PUNCT fis-3408 14 62 21.12.2021 21.12.2021 NUM fis-3408 14 63 accepted accept VERB fis-3408 14 64 : : PUNCT fis-3408 14 65 25.01.2022 25.01.2022 NUM fis-3408 14 66 online online ADV fis-3408 14 67 first first ADV fis-3408 14 68 : : PUNCT fis-3408 14 69 27.02.2022 27.02.2022 NOUN fis-3408 14 70 published publish VERB fis-3408 14 71 : : PUNCT fis-3408 14 72 01.04.2022 01.04.2022 NOUN fis-3408 14 73 copyright copyright NOUN fis-3408 14 74 : : PUNCT fis-3408 14 75 © © PROPN fis-3408 14 76 2022 2022 NUM fis-3408 14 77 this this PRON fis-3408 14 78 is be AUX fis-3408 14 79 an an DET fis-3408 14 80 open open ADJ fis-3408 14 81 access access NOUN fis-3408 14 82 article article NOUN fis-3408 14 83 under under ADP fis-3408 14 84 the the DET fis-3408 14 85 terms term NOUN fis-3408 14 86 of of ADP fis-3408 14 87 the the DET fis-3408 14 88 cc cc NOUN fis-3408 14 89 - - PUNCT fis-3408 14 90 by by ADP fis-3408 14 91 4.0 4.0 NUM fis-3408 14 92 , , PUNCT fis-3408 14 93 which which PRON fis-3408 14 94 permits permit VERB fis-3408 14 95 unrestricted unrestricted ADJ fis-3408 14 96 use use NOUN fis-3408 14 97 , , PUNCT fis-3408 14 98 distribution distribution NOUN fis-3408 14 99 , , PUNCT fis-3408 14 100 and and CCONJ fis-3408 14 101 reproduction reproduction NOUN fis-3408 14 102 in in ADP fis-3408 14 103 any any DET fis-3408 14 104 medium medium NOUN fis-3408 14 105 , , PUNCT fis-3408 14 106 provided provide VERB fis-3408 14 107 the the DET fis-3408 14 108 original original ADJ fis-3408 14 109 author author NOUN fis-3408 14 110 and and CCONJ fis-3408 14 111 source source NOUN fis-3408 14 112 are be AUX fis-3408 14 113 credited credit VERB fis-3408 14 114 . . PUNCT fis-3408 15 1 https://youtu.be/oclqarmgxnc https://youtu.be/oclqarmgxnc PROPN fis-3408 15 2 a.-a a.-a PROPN fis-3408 15 3 . . PUNCT fis-3408 15 4 a. a. NOUN fis-3408 15 5 a. a. PROPN fis-3408 15 6 graf graf PROPN fis-3408 15 7 et et PROPN fis-3408 15 8 al al PROPN fis-3408 15 9 . . PROPN fis-3408 15 10 , , PUNCT fis-3408 15 11 frattura frattura PROPN fis-3408 15 12 ed ed PROPN fis-3408 15 13 integrità integrità PROPN fis-3408 15 14 strutturale strutturale PROPN fis-3408 15 15 , , PUNCT fis-3408 15 16 60 60 NUM fis-3408 15 17 ( ( PUNCT fis-3408 15 18 2022 2022 NUM fis-3408 15 19 ) ) PUNCT fis-3408 15 20 310 310 NUM fis-3408 15 21 - - SYM fis-3408 15 22 330 330 NUM fis-3408 15 23 ; ; PUNCT fis-3408 15 24 doi doi NOUN fis-3408 15 25 : : PUNCT fis-3408 15 26 10.3221 10.3221 NUM fis-3408 15 27 / / SYM fis-3408 15 28 igf igf PROPN fis-3408 15 29 - - ADJ fis-3408 15 30 esis.60.22 esis.60.22 ADJ fis-3408 15 31 311 311 NUM fis-3408 15 32 introduction introduction NOUN fis-3408 15 33 igh igh PROPN fis-3408 15 34 strength strength PROPN fis-3408 15 35 concrete concrete NOUN fis-3408 15 36 is be AUX fis-3408 15 37 widely widely ADV fis-3408 15 38 used use VERB fis-3408 15 39 in in ADP fis-3408 15 40 the the DET fis-3408 15 41 present present ADJ fis-3408 15 42 days day NOUN fis-3408 15 43 because because SCONJ fis-3408 15 44 of of ADP fis-3408 15 45 the the DET fis-3408 15 46 civilization civilization NOUN fis-3408 15 47 revolution revolution NOUN fis-3408 15 48 over over ADP fis-3408 15 49 the the DET fis-3408 15 50 world world NOUN fis-3408 15 51 . . PUNCT fis-3408 16 1 the the DET fis-3408 16 2 high high ADJ fis-3408 16 3 strength strength NOUN fis-3408 16 4 concrete concrete NOUN fis-3408 16 5 has have VERB fis-3408 16 6 a a DET fis-3408 16 7 dangerous dangerous ADJ fis-3408 16 8 brittle brittle ADJ fis-3408 16 9 behavior behavior NOUN fis-3408 16 10 and and CCONJ fis-3408 16 11 structural structural ADJ fis-3408 16 12 elements element NOUN fis-3408 16 13 constructed construct VERB fis-3408 16 14 using use VERB fis-3408 16 15 hsc hsc PROPN fis-3408 16 16 usually usually ADV fis-3408 16 17 fail fail VERB fis-3408 16 18 in in ADP fis-3408 16 19 a a DET fis-3408 16 20 brittle brittle ADJ fis-3408 16 21 manner manner NOUN fis-3408 16 22 . . PUNCT fis-3408 17 1 the the DET fis-3408 17 2 brittle brittle ADJ fis-3408 17 3 behavior behavior NOUN fis-3408 17 4 is be AUX fis-3408 17 5 not not PART fis-3408 17 6 favorable favorable ADJ fis-3408 17 7 condition condition NOUN fis-3408 17 8 , , PUNCT fis-3408 17 9 so so CCONJ fis-3408 17 10 the the DET fis-3408 17 11 improvement improvement NOUN fis-3408 17 12 of of ADP fis-3408 17 13 high high ADJ fis-3408 17 14 strength strength NOUN fis-3408 17 15 concrete concrete ADJ fis-3408 17 16 hsc hsc PROPN fis-3408 17 17 behavior behavior NOUN fis-3408 17 18 is be AUX fis-3408 17 19 very very ADV fis-3408 17 20 important important ADJ fis-3408 17 21 . . PUNCT fis-3408 18 1 we we PRON fis-3408 18 2 can can AUX fis-3408 18 3 improve improve VERB fis-3408 18 4 the the DET fis-3408 18 5 failure failure NOUN fis-3408 18 6 by by ADP fis-3408 18 7 strengthening strengthen VERB fis-3408 18 8 the the DET fis-3408 18 9 compression compression NOUN fis-3408 18 10 zone zone NOUN fis-3408 18 11 with with ADP fis-3408 18 12 ductile ductile NOUN fis-3408 18 13 materials material NOUN fis-3408 18 14 by by ADP fis-3408 18 15 using use VERB fis-3408 18 16 additional additional ADJ fis-3408 18 17 compression compression NOUN fis-3408 18 18 steel steel NOUN fis-3408 18 19 reinforcement reinforcement NOUN fis-3408 18 20 bars bar NOUN fis-3408 18 21 . . PUNCT fis-3408 19 1 using use VERB fis-3408 19 2 highly highly ADV fis-3408 19 3 ductile ductile ADJ fis-3408 19 4 fiber fiber NOUN fis-3408 19 5 - - PUNCT fis-3408 19 6 reinforced reinforce VERB fis-3408 19 7 concrete concrete NOUN fis-3408 19 8 ( ( PUNCT fis-3408 19 9 hdc hdc NOUN fis-3408 19 10 ) ) PUNCT fis-3408 19 11 , , PUNCT fis-3408 19 12 characterized characterize VERB fis-3408 19 13 by by ADP fis-3408 19 14 its its PRON fis-3408 19 15 ability ability NOUN fis-3408 19 16 to to PART fis-3408 19 17 absorb absorb VERB fis-3408 19 18 large large ADJ fis-3408 19 19 ultimate ultimate ADJ fis-3408 19 20 strains strain NOUN fis-3408 19 21 , , PUNCT fis-3408 19 22 mingke mingke PROPN fis-3408 19 23 deng deng PROPN fis-3408 19 24 et et PROPN fis-3408 19 25 al al PROPN fis-3408 19 26 . . PUNCT fis-3408 20 1 [ [ X fis-3408 20 2 1 1 X fis-3408 20 3 ] ] PUNCT fis-3408 20 4 investigated investigate VERB fis-3408 20 5 the the DET fis-3408 20 6 effectiveness effectiveness NOUN fis-3408 20 7 of of ADP fis-3408 20 8 hdc hdc NOUN fis-3408 20 9 in in ADP fis-3408 20 10 improving improve VERB fis-3408 20 11 deformational deformational ADJ fis-3408 20 12 characteristics characteristic NOUN fis-3408 20 13 and and CCONJ fis-3408 20 14 the the DET fis-3408 20 15 failure failure NOUN fis-3408 20 16 mode mode NOUN fis-3408 20 17 of of ADP fis-3408 20 18 over over ADV fis-3408 20 19 - - PUNCT fis-3408 20 20 reinforced reinforce VERB fis-3408 20 21 concrete concrete ADJ fis-3408 20 22 beams beam NOUN fis-3408 20 23 . . PUNCT fis-3408 21 1 concrete concrete ADJ fis-3408 21 2 beams beam NOUN fis-3408 21 3 that that PRON fis-3408 21 4 are be AUX fis-3408 21 5 over over ADV fis-3408 21 6 - - PUNCT fis-3408 21 7 reinforced reinforce VERB fis-3408 21 8 often often ADV fis-3408 21 9 collapse collapse VERB fis-3408 21 10 suddenly suddenly ADV fis-3408 21 11 due due ADJ fis-3408 21 12 to to ADP fis-3408 21 13 compressive compressive ADJ fis-3408 21 14 concrete concrete NOUN fis-3408 21 15 crushing crush VERB fis-3408 21 16 before before SCONJ fis-3408 21 17 the the DET fis-3408 21 18 tensile tensile NOUN fis-3408 21 19 steel steel NOUN fis-3408 21 20 reinforcement reinforcement NOUN fis-3408 21 21 has have AUX fis-3408 21 22 yielded yield VERB fis-3408 21 23 . . PUNCT fis-3408 22 1 in in ADP fis-3408 22 2 over over ADV fis-3408 22 3 - - PUNCT fis-3408 22 4 reinforced reinforce VERB fis-3408 22 5 concrete concrete ADJ fis-3408 22 6 beams beam NOUN fis-3408 22 7 with with ADP fis-3408 22 8 increased increase VERB fis-3408 22 9 longitudinal longitudinal ADJ fis-3408 22 10 reinforcement reinforcement NOUN fis-3408 22 11 ratios ratio NOUN fis-3408 22 12 and and CCONJ fis-3408 22 13 thick thick ADJ fis-3408 22 14 hdc hdc NOUN fis-3408 22 15 layers layer NOUN fis-3408 22 16 , , PUNCT fis-3408 22 17 an an DET fis-3408 22 18 increase increase NOUN fis-3408 22 19 in in ADP fis-3408 22 20 ductility ductility NOUN fis-3408 22 21 of of ADP fis-3408 22 22 up up ADP fis-3408 22 23 to to PART fis-3408 22 24 61 61 NUM fis-3408 22 25 % % NOUN fis-3408 22 26 can can AUX fis-3408 22 27 be be AUX fis-3408 22 28 achieved achieve VERB fis-3408 22 29 by by ADP fis-3408 22 30 adding add VERB fis-3408 22 31 hdc hdc NOUN fis-3408 22 32 to to ADP fis-3408 22 33 the the DET fis-3408 22 34 compression compression NOUN fis-3408 22 35 zone zone NOUN fis-3408 22 36 . . PUNCT fis-3408 23 1 by by ADP fis-3408 23 2 increasing increase VERB fis-3408 23 3 the the DET fis-3408 23 4 longitudinal longitudinal ADJ fis-3408 23 5 reinforcement reinforcement NOUN fis-3408 23 6 ratio ratio NOUN fis-3408 23 7 , , PUNCT fis-3408 23 8 hdc hdc NOUN fis-3408 23 9 became become VERB fis-3408 23 10 more more ADV fis-3408 23 11 effective effective ADJ fis-3408 23 12 at at ADP fis-3408 23 13 strengthening strengthen VERB fis-3408 23 14 over over ADV fis-3408 23 15 - - PUNCT fis-3408 23 16 reinforced reinforce VERB fis-3408 23 17 concrete concrete ADJ fis-3408 23 18 beams beam NOUN fis-3408 23 19 . . PUNCT fis-3408 24 1 deesy deesy ADJ fis-3408 24 2 gomes gomes PROPN fis-3408 24 3 pinto pinto PROPN fis-3408 24 4 et et PROPN fis-3408 24 5 al.[2 al.[2 PROPN fis-3408 24 6 ] ] PUNCT fis-3408 24 7 studied study VERB fis-3408 24 8 the the DET fis-3408 24 9 influence influence NOUN fis-3408 24 10 of of ADP fis-3408 24 11 high high ADJ fis-3408 24 12 strength strength NOUN fis-3408 24 13 concrete concrete ADJ fis-3408 24 14 beams beam NOUN fis-3408 24 15 confinement confinement NOUN fis-3408 24 16 with with ADP fis-3408 24 17 stirrups stirrup NOUN fis-3408 24 18 reinforcement reinforcement NOUN fis-3408 24 19 on on ADP fis-3408 24 20 the the DET fis-3408 24 21 flexural flexural ADJ fis-3408 24 22 ductility ductility NOUN fis-3408 24 23 . . PUNCT fis-3408 25 1 in in ADP fis-3408 25 2 this this DET fis-3408 25 3 study study NOUN fis-3408 25 4 , , PUNCT fis-3408 25 5 the the DET fis-3408 25 6 only only ADJ fis-3408 25 7 variable variable NOUN fis-3408 25 8 is be AUX fis-3408 25 9 the the DET fis-3408 25 10 reinforcement reinforcement NOUN fis-3408 25 11 ratio ratio NOUN fis-3408 25 12 of of ADP fis-3408 25 13 longitudinal longitudinal ADJ fis-3408 25 14 tensile tensile NOUN fis-3408 25 15 . . PUNCT fis-3408 26 1 the the DET fis-3408 26 2 results result NOUN fis-3408 26 3 showed show VERB fis-3408 26 4 a a DET fis-3408 26 5 well well ADV fis-3408 26 6 positive positive ADJ fis-3408 26 7 effect effect NOUN fis-3408 26 8 on on ADP fis-3408 26 9 the the DET fis-3408 26 10 flexural flexural ADJ fis-3408 26 11 ductility ductility NOUN fis-3408 26 12 due due ADP fis-3408 26 13 to to ADP fis-3408 26 14 confinement confinement NOUN fis-3408 26 15 with with ADP fis-3408 26 16 stirrups stirrup NOUN fis-3408 26 17 reinforcement reinforcement NOUN fis-3408 26 18 . . PUNCT fis-3408 27 1 the the DET fis-3408 27 2 design design NOUN fis-3408 27 3 ductility ductility NOUN fis-3408 27 4 of of ADP fis-3408 27 5 high high ADJ fis-3408 27 6 strength strength NOUN fis-3408 27 7 concrete concrete ADJ fis-3408 27 8 columns column NOUN fis-3408 27 9 and and CCONJ fis-3408 27 10 beams beam NOUN fis-3408 27 11 was be AUX fis-3408 27 12 studied study VERB fis-3408 27 13 in in ADP fis-3408 27 14 a.k.h a.k.h ADJ fis-3408 27 15 . . PUNCT fis-3408 28 1 kwan kwan PROPN fis-3408 28 2 and and CCONJ fis-3408 28 3 j.c.m j.c.m PROPN fis-3408 28 4 . . PUNCT fis-3408 29 1 ho[3 ho[3 PROPN fis-3408 29 2 ] ] PUNCT fis-3408 29 3 . . PUNCT fis-3408 30 1 the the DET fis-3408 30 2 results result NOUN fis-3408 30 3 showed show VERB fis-3408 30 4 that that SCONJ fis-3408 30 5 the the DET fis-3408 30 6 major major ADJ fis-3408 30 7 factors factor NOUN fis-3408 30 8 that that PRON fis-3408 30 9 affect affect VERB fis-3408 30 10 flexural flexural ADJ fis-3408 30 11 ductility ductility NOUN fis-3408 30 12 are be AUX fis-3408 30 13 the the DET fis-3408 30 14 steel steel NOUN fis-3408 30 15 yield yield NOUN fis-3408 30 16 strength strength NOUN fis-3408 30 17 , , PUNCT fis-3408 30 18 concrete concrete ADJ fis-3408 30 19 strength strength NOUN fis-3408 30 20 , , PUNCT fis-3408 30 21 confining confine VERB fis-3408 30 22 pressure pressure NOUN fis-3408 30 23 , , PUNCT fis-3408 30 24 and and CCONJ fis-3408 30 25 reinforcement reinforcement NOUN fis-3408 30 26 ratio ratio NOUN fis-3408 30 27 . . PUNCT fis-3408 31 1 also also ADV fis-3408 31 2 , , PUNCT fis-3408 31 3 for for ADP fis-3408 31 4 columns column NOUN fis-3408 31 5 the the DET fis-3408 31 6 major major ADJ fis-3408 31 7 factors factor NOUN fis-3408 31 8 affecting affect VERB fis-3408 31 9 the the DET fis-3408 31 10 flexural flexural ADJ fis-3408 31 11 ductility ductility NOUN fis-3408 31 12 were be AUX fis-3408 31 13 the the DET fis-3408 31 14 steel steel NOUN fis-3408 31 15 yield yield NOUN fis-3408 31 16 strength strength NOUN fis-3408 31 17 , , PUNCT fis-3408 31 18 concrete concrete ADJ fis-3408 31 19 strength strength NOUN fis-3408 31 20 , , PUNCT fis-3408 31 21 confining confine VERB fis-3408 31 22 pressure pressure NOUN fis-3408 31 23 , , PUNCT fis-3408 31 24 and and CCONJ fis-3408 31 25 axial axial ADJ fis-3408 31 26 load load NOUN fis-3408 31 27 / / SYM fis-3408 31 28 stress stress NOUN fis-3408 31 29 level level NOUN fis-3408 31 30 . . PUNCT fis-3408 32 1 the the DET fis-3408 32 2 effect effect NOUN fis-3408 32 3 of of ADP fis-3408 32 4 helically helically ADV fis-3408 32 5 confinement confinement NOUN fis-3408 32 6 of of ADP fis-3408 32 7 hsc hsc PROPN fis-3408 32 8 beams beam NOUN fis-3408 32 9 on on ADP fis-3408 32 10 the the DET fis-3408 32 11 displacement displacement ADJ fis-3408 32 12 ductility ductility NOUN fis-3408 32 13 was be AUX fis-3408 32 14 investigated investigate VERB fis-3408 32 15 by by ADP fis-3408 32 16 muhammad muhammad PROPN fis-3408 32 17 n. n. PROPN fis-3408 32 18 s. s. PROPN fis-3408 32 19 hadi hadi PROPN fis-3408 32 20 and and CCONJ fis-3408 32 21 nuri nuri PROPN fis-3408 32 22 m. m. PROPN fis-3408 32 23 elbasha[4 elbasha[4 PROPN fis-3408 32 24 ] ] PUNCT fis-3408 32 25 . . PUNCT fis-3408 33 1 in in ADP fis-3408 33 2 this this DET fis-3408 33 3 work work NOUN fis-3408 33 4 , , PUNCT fis-3408 33 5 ten ten NUM fis-3408 33 6 over over ADV fis-3408 33 7 - - PUNCT fis-3408 33 8 reinforced reinforce VERB fis-3408 33 9 hsc hsc NOUN fis-3408 33 10 beams beam NOUN fis-3408 33 11 were be AUX fis-3408 33 12 tested test VERB fis-3408 33 13 . . PUNCT fis-3408 34 1 the the DET fis-3408 34 2 results result NOUN fis-3408 34 3 showed show VERB fis-3408 34 4 that that SCONJ fis-3408 34 5 the the DET fis-3408 34 6 confinement confinement ADJ fis-3408 34 7 effect effect NOUN fis-3408 34 8 is be AUX fis-3408 34 9 neglected neglect VERB fis-3408 34 10 for for ADP fis-3408 34 11 the the DET fis-3408 34 12 helically helically ADV fis-3408 34 13 confined confine VERB fis-3408 34 14 beams beam NOUN fis-3408 34 15 when when SCONJ fis-3408 34 16 the the DET fis-3408 34 17 pitch pitch NOUN fis-3408 34 18 of of ADP fis-3408 34 19 the the DET fis-3408 34 20 helical helical ADJ fis-3408 34 21 is be AUX fis-3408 34 22 equal equal ADJ fis-3408 34 23 to to ADP fis-3408 34 24 or or CCONJ fis-3408 34 25 more more ADJ fis-3408 34 26 than than ADP fis-3408 34 27 the the DET fis-3408 34 28 core core NOUN fis-3408 34 29 diameter diameter NOUN fis-3408 34 30 . . PUNCT fis-3408 35 1 finally finally ADV fis-3408 35 2 , , PUNCT fis-3408 35 3 this this DET fis-3408 35 4 study study NOUN fis-3408 35 5 shows show VERB fis-3408 35 6 that that PRON fis-3408 35 7 reduce reduce VERB fis-3408 35 8 helical helical ADJ fis-3408 35 9 pitch pitch NOUN fis-3408 35 10 can can AUX fis-3408 35 11 enhance enhance VERB fis-3408 35 12 the the DET fis-3408 35 13 strength strength NOUN fis-3408 35 14 and and CCONJ fis-3408 35 15 ductility ductility NOUN fis-3408 35 16 of of ADP fis-3408 35 17 hsc hsc NOUN fis-3408 35 18 beams beam NOUN fis-3408 35 19 reinforced reinforce VERB fis-3408 35 20 with with ADP fis-3408 35 21 high high ADJ fis-3408 35 22 strength strength NOUN fis-3408 35 23 reinforcement reinforcement NOUN fis-3408 35 24 steel steel NOUN fis-3408 35 25 . . PUNCT fis-3408 36 1 syed syed PROPN fis-3408 36 2 wasim wasim PROPN fis-3408 36 3 n n PROPN fis-3408 36 4 razvia razvia PROPN fis-3408 36 5 and and CCONJ fis-3408 36 6 m. m. NOUN fis-3408 36 7 g. g. PROPN fis-3408 36 8 shaikhb shaikhb PROPN fis-3408 37 1 [ [ X fis-3408 37 2 5 5 NUM fis-3408 37 3 ] ] PUNCT fis-3408 37 4 studied study VERB fis-3408 37 5 the the DET fis-3408 37 6 confinement confinement ADJ fis-3408 37 7 effect effect NOUN fis-3408 37 8 on on ADP fis-3408 37 9 short short ADJ fis-3408 37 10 concrete concrete ADJ fis-3408 37 11 column column NOUN fis-3408 37 12 behavior behavior NOUN fis-3408 37 13 . . PUNCT fis-3408 38 1 the the DET fis-3408 38 2 results result NOUN fis-3408 38 3 indicated indicate VERB fis-3408 38 4 that that SCONJ fis-3408 38 5 column column NOUN fis-3408 38 6 with with ADP fis-3408 38 7 additional additional ADJ fis-3408 38 8 confinement confinement NOUN fis-3408 38 9 ferro ferro NOUN fis-3408 38 10 mesh mesh NOUN fis-3408 38 11 gives give VERB fis-3408 38 12 a a DET fis-3408 38 13 20 20 NUM fis-3408 38 14 % % NOUN fis-3408 38 15 increase increase NOUN fis-3408 38 16 in in ADP fis-3408 38 17 axial axial ADJ fis-3408 38 18 load load NOUN fis-3408 38 19 compared compare VERB fis-3408 38 20 with with ADP fis-3408 38 21 regular regular ADJ fis-3408 38 22 control control NOUN fis-3408 38 23 column column NOUN fis-3408 38 24 . . PUNCT fis-3408 39 1 the the DET fis-3408 39 2 results result NOUN fis-3408 39 3 also also ADV fis-3408 39 4 approved approve VERB fis-3408 39 5 that that SCONJ fis-3408 39 6 , , PUNCT fis-3408 39 7 columns column NOUN fis-3408 39 8 with with ADP fis-3408 39 9 ferro ferro ADJ fis-3408 39 10 mesh mesh NOUN fis-3408 39 11 with with ADP fis-3408 39 12 additional additional ADJ fis-3408 39 13 stirrups stirrup NOUN fis-3408 39 14 gives give VERB fis-3408 39 15 better well ADJ fis-3408 39 16 ductility ductility NOUN fis-3408 39 17 moreover moreover ADV fis-3408 39 18 the the DET fis-3408 39 19 column column NOUN fis-3408 39 20 wrapped wrap VERB fis-3408 39 21 with with ADP fis-3408 39 22 ferro ferro ADJ fis-3408 39 23 mesh mesh NOUN fis-3408 39 24 only only ADV fis-3408 39 25 fails fail VERB fis-3408 39 26 in in ADP fis-3408 39 27 ductile ductile NOUN fis-3408 39 28 manner manner NOUN fis-3408 39 29 . . PUNCT fis-3408 40 1 the the DET fis-3408 40 2 flexural flexural ADJ fis-3408 40 3 behavior behavior NOUN fis-3408 40 4 of of ADP fis-3408 40 5 steel steel NOUN fis-3408 40 6 - - PUNCT fis-3408 40 7 reinforced reinforce VERB fis-3408 40 8 , , PUNCT fis-3408 40 9 high high ADJ fis-3408 40 10 - - PUNCT fis-3408 40 11 strength strength NOUN fis-3408 40 12 and and CCONJ fis-3408 40 13 prestressed prestressed ADJ fis-3408 40 14 concrete concrete ADJ fis-3408 40 15 beams beam NOUN fis-3408 40 16 were be AUX fis-3408 40 17 experimentally experimentally ADV fis-3408 40 18 investigated investigate VERB fis-3408 40 19 by by ADP fis-3408 40 20 qing qe VERB fis-3408 40 21 jiang jiang PROPN fis-3408 40 22 et et PROPN fis-3408 40 23 al.[6 al.[6 PROPN fis-3408 40 24 ] ] PUNCT fis-3408 40 25 . . PUNCT fis-3408 41 1 the the DET fis-3408 41 2 failure failure NOUN fis-3408 41 3 modes mode NOUN fis-3408 41 4 , , PUNCT fis-3408 41 5 ductility ductility NOUN fis-3408 41 6 , , PUNCT fis-3408 41 7 flexural flexural ADJ fis-3408 41 8 strength strength NOUN fis-3408 41 9 , , PUNCT fis-3408 41 10 and and CCONJ fis-3408 41 11 the the DET fis-3408 41 12 specimen speciman NOUN fis-3408 41 13 ’s ’s PART fis-3408 41 14 crack crack NOUN fis-3408 41 15 width width NOUN fis-3408 41 16 were be AUX fis-3408 41 17 analyzed analyze VERB fis-3408 41 18 . . PUNCT fis-3408 42 1 the the DET fis-3408 42 2 results result NOUN fis-3408 42 3 approved approve VERB fis-3408 42 4 that that SCONJ fis-3408 42 5 the the DET fis-3408 42 6 failure failure NOUN fis-3408 42 7 modes mode NOUN fis-3408 42 8 of of ADP fis-3408 42 9 high high ADJ fis-3408 42 10 strength strength NOUN fis-3408 42 11 steel steel NOUN fis-3408 42 12 and and CCONJ fis-3408 42 13 high high ADJ fis-3408 42 14 strength strength NOUN fis-3408 42 15 concrete concrete ADJ fis-3408 42 16 prestressed prestresse VERB fis-3408 42 17 beams beam NOUN fis-3408 42 18 were be AUX fis-3408 42 19 similar similar ADJ fis-3408 42 20 to to ADP fis-3408 42 21 the the DET fis-3408 42 22 ordinary ordinary ADJ fis-3408 42 23 reinforced reinforce VERB fis-3408 42 24 concrete concrete NOUN fis-3408 42 25 . . PUNCT fis-3408 43 1 mehrollah mehrollah PROPN fis-3408 43 2 rakhshanimehr rakhshanimehr NOUN fis-3408 43 3 et et PROPN fis-3408 43 4 al al PROPN fis-3408 43 5 . . PUNCT fis-3408 44 1 [ [ X fis-3408 44 2 7 7 X fis-3408 44 3 ] ] PUNCT fis-3408 44 4 studied study VERB fis-3408 44 5 experimentally experimentally ADV fis-3408 44 6 the the DET fis-3408 44 7 flexural flexural ADJ fis-3408 44 8 ductility ductility NOUN fis-3408 44 9 of of ADP fis-3408 44 10 rc rc PROPN fis-3408 44 11 beams beam NOUN fis-3408 44 12 with with ADP fis-3408 44 13 lap lap NOUN fis-3408 44 14 - - PUNCT fis-3408 44 15 spliced splice VERB fis-3408 44 16 bars bar NOUN fis-3408 44 17 . . PUNCT fis-3408 45 1 the the DET fis-3408 45 2 compressive compressive ADJ fis-3408 45 3 strength strength NOUN fis-3408 45 4 of of ADP fis-3408 45 5 concrete concrete ADJ fis-3408 45 6 , , PUNCT fis-3408 45 7 amount amount NOUN fis-3408 45 8 of of ADP fis-3408 45 9 stirrups stirrup NOUN fis-3408 45 10 over over ADP fis-3408 45 11 the the DET fis-3408 45 12 splice splice NOUN fis-3408 45 13 length length NOUN fis-3408 45 14 , , PUNCT fis-3408 45 15 and and CCONJ fis-3408 45 16 the the DET fis-3408 45 17 longitudinal longitudinal ADJ fis-3408 45 18 diameter diameter NOUN fis-3408 45 19 bars bar NOUN fis-3408 45 20 were be AUX fis-3408 45 21 selected select VERB fis-3408 45 22 as as ADP fis-3408 45 23 the the DET fis-3408 45 24 variables variable NOUN fis-3408 45 25 . . PUNCT fis-3408 46 1 the the DET fis-3408 46 2 ductility ductility NOUN fis-3408 46 3 of of ADP fis-3408 46 4 the the DET fis-3408 46 5 specimens specimen NOUN fis-3408 46 6 was be AUX fis-3408 46 7 evaluated evaluate VERB fis-3408 46 8 based base VERB fis-3408 46 9 on on ADP fis-3408 46 10 the the DET fis-3408 46 11 ductility ductility NOUN fis-3408 46 12 ratio ratio NOUN fis-3408 46 13 . . PUNCT fis-3408 47 1 results result NOUN fis-3408 47 2 showed show VERB fis-3408 47 3 that that SCONJ fis-3408 47 4 the the DET fis-3408 47 5 previous previous ADJ fis-3408 47 6 variables variable NOUN fis-3408 47 7 have have VERB fis-3408 47 8 a a DET fis-3408 47 9 major major ADJ fis-3408 47 10 effect effect NOUN fis-3408 47 11 on on ADP fis-3408 47 12 the the DET fis-3408 47 13 beams beam NOUN fis-3408 47 14 ductility ductility NOUN fis-3408 47 15 . . PUNCT fis-3408 48 1 j. j. PROPN fis-3408 48 2 c. c. PROPN fis-3408 48 3 m. m. PROPN fis-3408 48 4 ho ho PROPN fis-3408 48 5 et et PROPN fis-3408 48 6 al al PROPN fis-3408 48 7 . . PUNCT fis-3408 49 1 [ [ X fis-3408 49 2 8 8 NUM fis-3408 49 3 ] ] PUNCT fis-3408 49 4 investigated investigate VERB fis-3408 49 5 the the DET fis-3408 49 6 minimum minimum ADJ fis-3408 49 7 flexural flexural ADJ fis-3408 49 8 design design NOUN fis-3408 49 9 ductility ductility NOUN fis-3408 49 10 of of ADP fis-3408 49 11 high high ADJ fis-3408 49 12 strength strength NOUN fis-3408 49 13 concrete concrete ADJ fis-3408 49 14 beams beam NOUN fis-3408 49 15 . . PUNCT fis-3408 50 1 also also ADV fis-3408 50 2 , , PUNCT fis-3408 50 3 the the DET fis-3408 50 4 maximum maximum ADJ fis-3408 50 5 values value NOUN fis-3408 50 6 of of ADP fis-3408 50 7 tension tension NOUN fis-3408 50 8 steel steel NOUN fis-3408 50 9 ratio ratio NOUN fis-3408 50 10 and and CCONJ fis-3408 50 11 minimum minimum NOUN fis-3408 50 12 curvature curvature NOUN fis-3408 50 13 factor factor NOUN fis-3408 50 14 of of ADP fis-3408 50 15 ductility ductility NOUN fis-3408 50 16 of of ADP fis-3408 50 17 the the DET fis-3408 50 18 yield yield NOUN fis-3408 50 19 strengths strength NOUN fis-3408 50 20 steel steel NOUN fis-3408 50 21 and and CCONJ fis-3408 50 22 various various ADJ fis-3408 50 23 concrete concrete ADJ fis-3408 50 24 grades grade NOUN fis-3408 50 25 have have AUX fis-3408 50 26 been be AUX fis-3408 50 27 evaluated evaluate VERB fis-3408 50 28 . . PUNCT fis-3408 51 1 the the DET fis-3408 51 2 results result NOUN fis-3408 51 3 concluded conclude VERB fis-3408 51 4 that that SCONJ fis-3408 51 5 to to PART fis-3408 51 6 provide provide VERB fis-3408 51 7 a a DET fis-3408 51 8 level level NOUN fis-3408 51 9 of of ADP fis-3408 51 10 minimum minimum ADJ fis-3408 51 11 ductility ductility NOUN fis-3408 51 12 , , PUNCT fis-3408 51 13 the the DET fis-3408 51 14 minimum minimum ADJ fis-3408 51 15 ductility ductility NOUN fis-3408 51 16 factor factor NOUN fis-3408 51 17 should should AUX fis-3408 51 18 be be AUX fis-3408 51 19 3·32 3·32 NUM fis-3408 51 20 . . PUNCT fis-3408 52 1 22 22 NUM fis-3408 52 2 beam beam NOUN fis-3408 52 3 tests test NOUN fis-3408 52 4 were be AUX fis-3408 52 5 carried carry VERB fis-3408 52 6 out out ADP fis-3408 52 7 by by ADP fis-3408 52 8 jianwei jianwei PROPN fis-3408 52 9 zhang zhang PROPN fis-3408 52 10 et et PROPN fis-3408 52 11 al al PROPN fis-3408 52 12 . . PUNCT fis-3408 53 1 [ [ X fis-3408 53 2 9 9 NUM fis-3408 53 3 ] ] PUNCT fis-3408 53 4 to to PART fis-3408 53 5 determine determine VERB fis-3408 53 6 the the DET fis-3408 53 7 bond bond NOUN fis-3408 53 8 behavior behavior NOUN fis-3408 53 9 between between ADP fis-3408 53 10 reinforced reinforce VERB fis-3408 53 11 concrete concrete NOUN fis-3408 53 12 and and CCONJ fis-3408 53 13 recycled recycle VERB fis-3408 53 14 aggregate aggregate ADJ fis-3408 53 15 concrete concrete NOUN fis-3408 53 16 ( ( PUNCT fis-3408 53 17 rac rac PROPN fis-3408 53 18 ) ) PUNCT fis-3408 53 19 . . PUNCT fis-3408 54 1 a a DET fis-3408 54 2 significant significant ADJ fis-3408 54 3 increase increase NOUN fis-3408 54 4 in in ADP fis-3408 54 5 normalized normalized ADJ fis-3408 54 6 peak peak NOUN fis-3408 54 7 bond bond NOUN fis-3408 54 8 strength strength NOUN fis-3408 54 9 is be AUX fis-3408 54 10 seen see VERB fis-3408 54 11 by by ADP fis-3408 54 12 increasing increase VERB fis-3408 54 13 the the DET fis-3408 54 14 concrete concrete ADJ fis-3408 54 15 cover cover NOUN fis-3408 54 16 thickness thickness NOUN fis-3408 54 17 and and CCONJ fis-3408 54 18 stirrup stirrup VERB fis-3408 54 19 ratio ratio NOUN fis-3408 54 20 . . PUNCT fis-3408 55 1 a a DET fis-3408 55 2 positive positive ADJ fis-3408 55 3 correlation correlation NOUN fis-3408 55 4 exists exist VERB fis-3408 55 5 between between ADP fis-3408 55 6 rac rac NOUN fis-3408 55 7 bond bond NOUN fis-3408 55 8 strength strength NOUN fis-3408 55 9 and and CCONJ fis-3408 55 10 f'c1/2 f'c1/2 NOUN fis-3408 55 11 , , PUNCT fis-3408 55 12 which which PRON fis-3408 55 13 is be AUX fis-3408 55 14 similar similar ADJ fis-3408 55 15 to to ADP fis-3408 55 16 nac nac PROPN fis-3408 55 17 bond bond NOUN fis-3408 55 18 strength strength NOUN fis-3408 55 19 and and CCONJ fis-3408 55 20 f'c1/2 f'c1/2 NOUN fis-3408 55 21 . . PUNCT fis-3408 56 1 the the DET fis-3408 56 2 analytical analytical ADJ fis-3408 56 3 and and CCONJ fis-3408 56 4 numerical numerical ADJ fis-3408 56 5 approaches approach NOUN fis-3408 56 6 were be AUX fis-3408 56 7 proposed propose VERB fis-3408 56 8 by by ADP fis-3408 56 9 jorge jorge PROPN fis-3408 56 10 luis luis PROPN fis-3408 56 11 palomino palomino PROPN fis-3408 56 12 tamayo tamayo NOUN fis-3408 56 13 and and CCONJ fis-3408 56 14 gabriel gabriel PROPN fis-3408 56 15 orso orso PROPN fis-3408 56 16 garcia garcia PROPN fis-3408 57 1 [ [ X fis-3408 57 2 10 10 NUM fis-3408 57 3 ] ] PUNCT fis-3408 57 4 to to PART fis-3408 57 5 study study VERB fis-3408 57 6 the the DET fis-3408 57 7 behavior behavior NOUN fis-3408 57 8 of of ADP fis-3408 57 9 high high ADJ fis-3408 57 10 strength strength NOUN fis-3408 57 11 reinforced reinforce VERB fis-3408 57 12 concrete concrete ADJ fis-3408 57 13 beams beam NOUN fis-3408 57 14 . . PUNCT fis-3408 58 1 results result NOUN fis-3408 58 2 of of ADP fis-3408 58 3 nineteen nineteen NUM fis-3408 58 4 high high ADJ fis-3408 58 5 strength strength NOUN fis-3408 58 6 reinforced reinforce VERB fis-3408 58 7 concrete concrete ADJ fis-3408 58 8 beams beam NOUN fis-3408 58 9 were be AUX fis-3408 58 10 compared compare VERB fis-3408 58 11 with with ADP fis-3408 58 12 the the DET fis-3408 58 13 proposed propose VERB fis-3408 58 14 approach approach NOUN fis-3408 58 15 . . PUNCT fis-3408 59 1 it it PRON fis-3408 59 2 has have AUX fis-3408 59 3 been be AUX fis-3408 59 4 found find VERB fis-3408 59 5 that that SCONJ fis-3408 59 6 the the DET fis-3408 59 7 model model NOUN fis-3408 59 8 based base VERB fis-3408 59 9 on on ADP fis-3408 59 10 a a DET fis-3408 59 11 constant constant ADJ fis-3408 59 12 ultimate ultimate ADJ fis-3408 59 13 strain strain NOUN fis-3408 59 14 at at ADP fis-3408 59 15 peak peak NOUN fis-3408 59 16 stress stress NOUN fis-3408 59 17 was be AUX fis-3408 59 18 acceptable acceptable ADJ fis-3408 59 19 to to PART fis-3408 59 20 validate validate VERB fis-3408 59 21 the the DET fis-3408 59 22 numerical numerical ADJ fis-3408 59 23 results result NOUN fis-3408 59 24 with with ADP fis-3408 59 25 the the DET fis-3408 59 26 experimental experimental ADJ fis-3408 59 27 , , PUNCT fis-3408 59 28 so so ADV fis-3408 59 29 , , PUNCT fis-3408 59 30 some some DET fis-3408 59 31 codes code NOUN fis-3408 59 32 of of ADP fis-3408 59 33 practice practice NOUN fis-3408 59 34 suggest suggest VERB fis-3408 59 35 these these DET fis-3408 59 36 parameters parameter NOUN fis-3408 59 37 . . PUNCT fis-3408 60 1 s.h s.h PROPN fis-3408 60 2 . . PROPN fis-3408 60 3 chowdhury chowdhury PROPN fis-3408 60 4 and and CCONJ fis-3408 60 5 y.c y.c PROPN fis-3408 60 6 . . PROPN fis-3408 60 7 loo loo PROPN fis-3408 61 1 [ [ PUNCT fis-3408 61 2 11 11 NUM fis-3408 61 3 ] ] PUNCT fis-3408 61 4 investigated investigate VERB fis-3408 61 5 the the DET fis-3408 61 6 damping damp VERB fis-3408 61 7 and and CCONJ fis-3408 61 8 cracking crack VERB fis-3408 61 9 in in ADP fis-3408 61 10 high high ADJ fis-3408 61 11 - - PUNCT fis-3408 61 12 strength strength NOUN fis-3408 61 13 reinforced reinforce VERB fis-3408 61 14 concrete concrete ADJ fis-3408 61 15 beams beam NOUN fis-3408 61 16 . . PUNCT fis-3408 62 1 eight eight NUM fis-3408 62 2 full full ADJ fis-3408 62 3 - - PUNCT fis-3408 62 4 size size NOUN fis-3408 62 5 high high ADJ fis-3408 62 6 strength strength NOUN fis-3408 62 7 reinforced reinforce VERB fis-3408 62 8 concrete concrete NOUN fis-3408 62 9 , , PUNCT fis-3408 62 10 hsc hsc PROPN fis-3408 62 11 , , PUNCT fis-3408 62 12 beams beam NOUN fis-3408 62 13 were be AUX fis-3408 62 14 tested test VERB fis-3408 62 15 experimentally experimentally ADV fis-3408 62 16 . . PUNCT fis-3408 63 1 the the DET fis-3408 63 2 average average ADJ fis-3408 63 3 and and CCONJ fis-3408 63 4 maximum maximum ADJ fis-3408 63 5 crack crack NOUN fis-3408 63 6 widths width NOUN fis-3408 63 7 of of ADP fis-3408 63 8 all all DET fis-3408 63 9 beams beam NOUN fis-3408 63 10 have have AUX fis-3408 63 11 been be AUX fis-3408 63 12 measured measure VERB fis-3408 63 13 . . PUNCT fis-3408 64 1 also also ADV fis-3408 64 2 , , PUNCT fis-3408 64 3 the the DET fis-3408 64 4 beams beam NOUN fis-3408 64 5 were be AUX fis-3408 64 6 subjected subject VERB fis-3408 64 7 to to ADP fis-3408 64 8 free free ADJ fis-3408 64 9 vibration vibration NOUN fis-3408 64 10 load load NOUN fis-3408 64 11 . . PUNCT fis-3408 65 1 two two NUM fis-3408 65 2 formulas formula NOUN fis-3408 65 3 were be AUX fis-3408 65 4 h h NOUN fis-3408 65 5 a.-a a.-a NOUN fis-3408 65 6 . . PUNCT fis-3408 66 1 a. a. NOUN fis-3408 66 2 a. a. PROPN fis-3408 66 3 graf graf PROPN fis-3408 66 4 et et PROPN fis-3408 66 5 al al PROPN fis-3408 66 6 . . PROPN fis-3408 66 7 , , PUNCT fis-3408 66 8 frattura frattura PROPN fis-3408 66 9 ed ed PROPN fis-3408 66 10 integrità integrità PROPN fis-3408 66 11 strutturale strutturale PROPN fis-3408 66 12 , , PUNCT fis-3408 66 13 60 60 NUM fis-3408 66 14 ( ( PUNCT fis-3408 66 15 2022 2022 NUM fis-3408 66 16 ) ) PUNCT fis-3408 66 17 310 310 NUM fis-3408 66 18 - - SYM fis-3408 66 19 330 330 NUM fis-3408 66 20 ; ; PUNCT fis-3408 66 21 doi doi NOUN fis-3408 66 22 : : PUNCT fis-3408 66 23 10.3221 10.3221 NUM fis-3408 66 24 / / SYM fis-3408 66 25 igf igf PROPN fis-3408 66 26 - - ADJ fis-3408 66 27 esis.60.22 esis.60.22 ADJ fis-3408 66 28 312 312 NUM fis-3408 66 29 developed develop VERB fis-3408 66 30 to to PART fis-3408 66 31 predict predict VERB fis-3408 66 32 the the DET fis-3408 66 33 average average ADJ fis-3408 66 34 and and CCONJ fis-3408 66 35 maximum maximum ADJ fis-3408 66 36 crack crack NOUN fis-3408 66 37 widths width NOUN fis-3408 66 38 for for ADP fis-3408 66 39 reinforced reinforce VERB fis-3408 66 40 concrete concrete ADJ fis-3408 66 41 beams beam NOUN fis-3408 66 42 and and CCONJ fis-3408 66 43 the the DET fis-3408 66 44 third third ADJ fis-3408 66 45 formula formula NOUN fis-3408 66 46 for for ADP fis-3408 66 47 damping damp VERB fis-3408 66 48 . . PUNCT fis-3408 67 1 seleem seleem PROPN fis-3408 67 2 s. s. PROPN fis-3408 67 3 e. e. PROPN fis-3408 67 4 ahmad ahmad PROPN fis-3408 67 5 et et PROPN fis-3408 67 6 al al PROPN fis-3408 67 7 . . PUNCT fis-3408 68 1 [ [ X fis-3408 68 2 12 12 NUM fis-3408 68 3 ] ] PUNCT fis-3408 68 4 study study NOUN fis-3408 68 5 the the DET fis-3408 68 6 confinement confinement ADJ fis-3408 68 7 effect effect NOUN fis-3408 68 8 on on ADP fis-3408 68 9 the the DET fis-3408 68 10 behavior behavior NOUN fis-3408 68 11 of of ADP fis-3408 68 12 over over ADV fis-3408 68 13 - - PUNCT fis-3408 68 14 reinforced reinforce VERB fis-3408 68 15 high high ADJ fis-3408 68 16 strength strength NOUN fis-3408 68 17 concrete concrete ADJ fis-3408 68 18 beams beam NOUN fis-3408 68 19 . . PUNCT fis-3408 69 1 the the DET fis-3408 69 2 testing testing NOUN fis-3408 69 3 results result NOUN fis-3408 69 4 of of ADP fis-3408 69 5 all all DET fis-3408 69 6 beams beam NOUN fis-3408 69 7 proved prove VERB fis-3408 69 8 that that SCONJ fis-3408 69 9 the the DET fis-3408 69 10 suggested suggested ADJ fis-3408 69 11 techniques technique NOUN fis-3408 69 12 gave give VERB fis-3408 69 13 the the DET fis-3408 69 14 behavior behavior NOUN fis-3408 69 15 of of ADP fis-3408 69 16 a a DET fis-3408 69 17 good good ADJ fis-3408 69 18 beam beam NOUN fis-3408 69 19 , , PUNCT fis-3408 69 20 the the DET fis-3408 69 21 first first ADJ fis-3408 69 22 crack crack NOUN fis-3408 69 23 and and CCONJ fis-3408 69 24 ultimate ultimate ADJ fis-3408 69 25 loads load NOUN fis-3408 69 26 of of ADP fis-3408 69 27 the the DET fis-3408 69 28 beams beam NOUN fis-3408 69 29 were be AUX fis-3408 69 30 increased increase VERB fis-3408 69 31 . . PUNCT fis-3408 70 1 moreover moreover ADV fis-3408 70 2 , , PUNCT fis-3408 70 3 the the DET fis-3408 70 4 mode mode NOUN fis-3408 70 5 of of ADP fis-3408 70 6 failures failure NOUN fis-3408 70 7 was be AUX fis-3408 70 8 changed change VERB fis-3408 70 9 from from ADP fis-3408 70 10 sudden sudden ADJ fis-3408 70 11 failure failure NOUN fis-3408 70 12 for for ADP fis-3408 70 13 control control NOUN fis-3408 70 14 beam beam NOUN fis-3408 70 15 to to PART fis-3408 70 16 ductile ductile VERB fis-3408 70 17 failure failure NOUN fis-3408 70 18 for for ADP fis-3408 70 19 confinement confinement ADJ fis-3408 70 20 beams beam NOUN fis-3408 70 21 . . PUNCT fis-3408 71 1 in in ADP fis-3408 71 2 this this DET fis-3408 71 3 work work NOUN fis-3408 71 4 , , PUNCT fis-3408 71 5 experimental experimental ADJ fis-3408 71 6 and and CCONJ fis-3408 71 7 numerical numerical ADJ fis-3408 71 8 works work NOUN fis-3408 71 9 for for ADP fis-3408 71 10 evaluation evaluation NOUN fis-3408 71 11 the the DET fis-3408 71 12 compression compression NOUN fis-3408 71 13 confinement confinement NOUN fis-3408 71 14 techniques technique NOUN fis-3408 71 15 of of ADP fis-3408 71 16 hsc hsc NOUN fis-3408 71 17 beams beam NOUN fis-3408 71 18 reinforced reinforce VERB fis-3408 71 19 with with ADP fis-3408 71 20 different different ADJ fis-3408 71 21 ratios ratio NOUN fis-3408 71 22 of of ADP fis-3408 71 23 high high ADJ fis-3408 71 24 strength strength NOUN fis-3408 71 25 steel steel NOUN fis-3408 71 26 reinforcement reinforcement NOUN fis-3408 71 27 . . PUNCT fis-3408 72 1 two two NUM fis-3408 72 2 techniques technique NOUN fis-3408 72 3 were be AUX fis-3408 72 4 used use VERB fis-3408 72 5 , , PUNCT fis-3408 72 6 the the DET fis-3408 72 7 first first ADJ fis-3408 72 8 was be AUX fis-3408 72 9 using use VERB fis-3408 72 10 carbon carbon NOUN fis-3408 72 11 fiber fiber NOUN fis-3408 72 12 reinforced reinforce VERB fis-3408 72 13 polymers polymer NOUN fis-3408 72 14 ( ( PUNCT fis-3408 72 15 cfrps cfrps PROPN fis-3408 72 16 ) ) PUNCT fis-3408 72 17 as as ADP fis-3408 72 18 confinement confinement NOUN fis-3408 72 19 strengthening strengthen VERB fis-3408 72 20 around around ADP fis-3408 72 21 the the DET fis-3408 72 22 compression compression NOUN fis-3408 72 23 zone zone NOUN fis-3408 72 24 and and CCONJ fis-3408 72 25 the the DET fis-3408 72 26 second second ADJ fis-3408 72 27 technique technique NOUN fis-3408 72 28 was be AUX fis-3408 72 29 using use VERB fis-3408 72 30 additional additional ADJ fis-3408 72 31 steel steel NOUN fis-3408 72 32 fiber fiber NOUN fis-3408 72 33 reinforced reinforce VERB fis-3408 72 34 concrete concrete NOUN fis-3408 72 35 in in ADP fis-3408 72 36 the the DET fis-3408 72 37 half half NOUN fis-3408 72 38 of of ADP fis-3408 72 39 the the DET fis-3408 72 40 beam beam NOUN fis-3408 72 41 with with ADP fis-3408 72 42 a a DET fis-3408 72 43 volume volume NOUN fis-3408 72 44 fraction fraction NOUN fis-3408 72 45 equal equal ADJ fis-3408 72 46 to to ADP fis-3408 72 47 1.0 1.0 NUM fis-3408 72 48 % % NOUN fis-3408 72 49 . . PUNCT fis-3408 73 1 twelve twelve NUM fis-3408 73 2 high high ADJ fis-3408 73 3 - - PUNCT fis-3408 73 4 strength strength NOUN fis-3408 73 5 reinforced reinforce VERB fis-3408 73 6 concrete concrete ADJ fis-3408 73 7 beams beam NOUN fis-3408 73 8 with with ADP fis-3408 73 9 two two NUM fis-3408 73 10 different different ADJ fis-3408 73 11 compression compression NOUN fis-3408 73 12 confinement confinement NOUN fis-3408 73 13 techniques technique NOUN fis-3408 73 14 were be AUX fis-3408 73 15 tested test VERB fis-3408 73 16 . . PUNCT fis-3408 74 1 experimental experimental ADJ fis-3408 74 2 program program PROPN fis-3408 74 3 ab ab PROPN fis-3408 74 4 . . PROPN fis-3408 74 5 1 1 NUM fis-3408 74 6 presents present VERB fis-3408 74 7 reinforced reinforce VERB fis-3408 74 8 concrete concrete ADJ fis-3408 74 9 beams beam NOUN fis-3408 74 10 that that PRON fis-3408 74 11 were be AUX fis-3408 74 12 fabricated fabricate VERB fis-3408 74 13 and and CCONJ fis-3408 74 14 tested test VERB fis-3408 74 15 to to PART fis-3408 74 16 investigate investigate VERB fis-3408 74 17 the the DET fis-3408 74 18 behavior behavior NOUN fis-3408 74 19 of of ADP fis-3408 74 20 high high ADJ fis-3408 74 21 strength strength NOUN fis-3408 74 22 reinforced reinforce VERB fis-3408 74 23 concrete concrete ADJ fis-3408 74 24 beams beam NOUN fis-3408 74 25 with with ADP fis-3408 74 26 different different ADJ fis-3408 74 27 compression compression NOUN fis-3408 74 28 confinement confinement NOUN fis-3408 74 29 techniques technique NOUN fis-3408 74 30 , , PUNCT fis-3408 74 31 as as SCONJ fis-3408 74 32 shown show VERB fis-3408 74 33 in in ADP fis-3408 74 34 fig fig NOUN fis-3408 74 35 . . PUNCT fis-3408 75 1 1.a 1.a NUM fis-3408 75 2 , , PUNCT fis-3408 75 3 b b NOUN fis-3408 75 4 , , PUNCT fis-3408 75 5 and and CCONJ fis-3408 75 6 c. c. PROPN fis-3408 75 7 fig fig PROPN fis-3408 75 8 . . PUNCT fis-3408 76 1 2 2 NUM fis-3408 76 2 shows show VERB fis-3408 76 3 cross cross NOUN fis-3408 76 4 section section NOUN fis-3408 76 5 dimensions dimension NOUN fis-3408 76 6 for for ADP fis-3408 76 7 control control NOUN fis-3408 76 8 beams beam NOUN fis-3408 76 9 and and CCONJ fis-3408 76 10 steel steel NOUN fis-3408 76 11 bars bar NOUN fis-3408 76 12 reinforcement reinforcement NOUN fis-3408 76 13 distribution distribution NOUN fis-3408 76 14 where where SCONJ fis-3408 76 15 dimensions dimension NOUN fis-3408 76 16 and and CCONJ fis-3408 76 17 steel steel NOUN fis-3408 76 18 bars bar NOUN fis-3408 76 19 diameter diameter NOUN fis-3408 76 20 are be AUX fis-3408 76 21 in in ADP fis-3408 76 22 mm mm PROPN fis-3408 76 23 . . PUNCT fis-3408 77 1 the the DET fis-3408 77 2 beams beam NOUN fis-3408 77 3 had have AUX fis-3408 77 4 been be AUX fis-3408 77 5 loaded load VERB fis-3408 77 6 up up ADP fis-3408 77 7 to to ADP fis-3408 77 8 failure failure NOUN fis-3408 77 9 using use VERB fis-3408 77 10 a a DET fis-3408 77 11 load load NOUN fis-3408 77 12 control control NOUN fis-3408 77 13 machine machine NOUN fis-3408 77 14 . . PUNCT fis-3408 78 1 beam beam PROPN fis-3408 78 2 code code PROPN fis-3408 78 3 . . PUNCT fis-3408 79 1 description description NOUN fis-3408 79 2 tensile tensile PROPN fis-3408 79 3 ast ast PROPN fis-3408 79 4 c1 c1 PROPN fis-3408 79 5 control control NOUN fis-3408 79 6 with with ADP fis-3408 79 7 ρmin ρmin PROPN fis-3408 79 8 212 212 NUM fis-3408 79 9 mm mm PROPN fis-3408 79 10 c2 c2 PROPN fis-3408 79 11 control control PROPN fis-3408 79 12 with with ADP fis-3408 79 13 ρavg ρavg NOUN fis-3408 79 14 416 416 PROPN fis-3408 79 15 mm mm PROPN fis-3408 79 16 c3 c3 PROPN fis-3408 79 17 control control NOUN fis-3408 79 18 with with ADP fis-3408 79 19 ρmax ρmax PROPN fis-3408 79 20 716 716 NUM fis-3408 79 21 mm mm PROPN fis-3408 79 22 c4 c4 NOUN fis-3408 79 23 control control NOUN fis-3408 79 24 with with ADP fis-3408 79 25 ρ ρ PROPN fis-3408 79 26 > > X fis-3408 79 27 max max PROPN fis-3408 79 28 816 816 NUM fis-3408 79 29 mm mm PROPN fis-3408 79 30 cf1 cf1 PROPN fis-3408 79 31 cfrps cfrps PROPN fis-3408 79 32 confinement confinement NOUN fis-3408 79 33 in in ADP fis-3408 79 34 compression compression NOUN fis-3408 79 35 zone zone NOUN fis-3408 79 36 with with ADP fis-3408 79 37 ρmin ρmin PROPN fis-3408 79 38 212 212 NUM fis-3408 79 39 mm mm PROPN fis-3408 79 40 cf2 cf2 VERB fis-3408 79 41 cfrps cfrps PROPN fis-3408 79 42 confinement confinement NOUN fis-3408 79 43 in in ADP fis-3408 79 44 compression compression NOUN fis-3408 79 45 zone zone NOUN fis-3408 79 46 with with ADP fis-3408 79 47 ρavg ρavg PROPN fis-3408 79 48 416 416 PROPN fis-3408 79 49 mm mm PROPN fis-3408 79 50 cf3 cf3 NOUN fis-3408 79 51 cfrps cfrps PROPN fis-3408 79 52 confinement confinement NOUN fis-3408 79 53 in in ADP fis-3408 79 54 compression compression NOUN fis-3408 79 55 zone zone NOUN fis-3408 79 56 with with ADP fis-3408 79 57 ρmax ρmax PROPN fis-3408 79 58 716 716 NUM fis-3408 79 59 mm mm PROPN fis-3408 79 60 cf4 cf4 PROPN fis-3408 79 61 cfrps cfrps PROPN fis-3408 79 62 confinement confinement NOUN fis-3408 79 63 in in ADP fis-3408 79 64 compression compression NOUN fis-3408 79 65 zone zone NOUN fis-3408 79 66 with with ADP fis-3408 79 67 ρ ρ PROPN fis-3408 79 68 > > PROPN fis-3408 79 69 max max PROPN fis-3408 79 70 816 816 NUM fis-3408 79 71 mm mm PROPN fis-3408 79 72 sf1 sf1 PROPN fis-3408 79 73 steel steel NOUN fis-3408 79 74 fiber fiber NOUN fis-3408 79 75 1.0 1.0 NUM fis-3408 79 76 % % NOUN fis-3408 79 77 vf vf NOUN fis-3408 79 78 in in ADP fis-3408 79 79 compression compression NOUN fis-3408 79 80 zone zone NOUN fis-3408 79 81 with with ADP fis-3408 79 82 ρmin ρmin PROPN fis-3408 79 83 212 212 NUM fis-3408 79 84 mm mm PROPN fis-3408 79 85 sf2 sf2 PROPN fis-3408 79 86 steel steel PROPN fis-3408 79 87 fiber fiber NOUN fis-3408 79 88 1.0 1.0 NUM fis-3408 79 89 % % NOUN fis-3408 79 90 vf vf NOUN fis-3408 79 91 in in ADP fis-3408 79 92 compression compression NOUN fis-3408 79 93 zone zone NOUN fis-3408 79 94 with with ADP fis-3408 79 95 ρavg ρavg PROPN fis-3408 79 96 416 416 PROPN fis-3408 79 97 mm mm PROPN fis-3408 79 98 sf3 sf3 PROPN fis-3408 79 99 steel steel PROPN fis-3408 79 100 fiber fiber NOUN fis-3408 79 101 1.0 1.0 NUM fis-3408 79 102 % % NOUN fis-3408 79 103 vf vf NOUN fis-3408 79 104 in in ADP fis-3408 79 105 compression compression NOUN fis-3408 79 106 zone zone NOUN fis-3408 79 107 with with ADP fis-3408 79 108 ρmax ρmax PROPN fis-3408 79 109 716 716 PROPN fis-3408 79 110 mm mm PROPN fis-3408 79 111 sf4 sf4 PROPN fis-3408 79 112 steel steel NOUN fis-3408 79 113 fiber fiber NOUN fis-3408 79 114 1.0 1.0 NUM fis-3408 79 115 % % NOUN fis-3408 79 116 vf vf NOUN fis-3408 79 117 in in ADP fis-3408 79 118 compression compression NOUN fis-3408 79 119 zone zone NOUN fis-3408 79 120 with with ADP fis-3408 79 121 ρ ρ PROPN fis-3408 79 122 > > PROPN fis-3408 79 123 max max PROPN fis-3408 79 124 816 816 NUM fis-3408 79 125 mm mm PROPN fis-3408 79 126 table table NOUN fis-3408 79 127 1 1 NUM fis-3408 79 128 : : PUNCT fis-3408 79 129 configurations configuration NOUN fis-3408 79 130 of of ADP fis-3408 79 131 test test NOUN fis-3408 79 132 specimens specimen VERB fis-3408 79 133 the the DET fis-3408 79 134 experimental experimental ADJ fis-3408 79 135 work work NOUN fis-3408 79 136 was be AUX fis-3408 79 137 divided divide VERB fis-3408 79 138 into into ADP fis-3408 79 139 three three NUM fis-3408 79 140 groups group NOUN fis-3408 79 141 according accord VERB fis-3408 79 142 to to ADP fis-3408 79 143 the the DET fis-3408 79 144 strengthening strengthen VERB fis-3408 79 145 technique technique NOUN fis-3408 79 146 , , PUNCT fis-3408 79 147 the the DET fis-3408 79 148 first first ADJ fis-3408 79 149 group group NOUN fis-3408 79 150 was be AUX fis-3408 79 151 for for ADP fis-3408 79 152 control control NOUN fis-3408 79 153 beams beam NOUN fis-3408 79 154 without without ADP fis-3408 79 155 any any DET fis-3408 79 156 strengthening strengthening NOUN fis-3408 79 157 , , PUNCT fis-3408 79 158 the the DET fis-3408 79 159 second second ADJ fis-3408 79 160 was be AUX fis-3408 79 161 for for ADP fis-3408 79 162 using use VERB fis-3408 79 163 one one NUM fis-3408 79 164 layer layer NOUN fis-3408 79 165 of of ADP fis-3408 79 166 carbon carbon NOUN fis-3408 79 167 fiber fiber NOUN fis-3408 79 168 reinforced reinforce VERB fis-3408 79 169 polymers polymer NOUN fis-3408 79 170 ( ( PUNCT fis-3408 79 171 cfrps cfrps NOUN fis-3408 79 172 ) ) PUNCT fis-3408 79 173 sheets sheet NOUN fis-3408 79 174 as as ADP fis-3408 79 175 a a DET fis-3408 79 176 confinement confinement ADJ fis-3408 79 177 reinforcement reinforcement NOUN fis-3408 79 178 in in ADP fis-3408 79 179 the the DET fis-3408 79 180 compression compression NOUN fis-3408 79 181 zone zone NOUN fis-3408 79 182 , , PUNCT fis-3408 79 183 and and CCONJ fis-3408 79 184 the the DET fis-3408 79 185 third third ADJ fis-3408 79 186 group group NOUN fis-3408 79 187 was be AUX fis-3408 79 188 for for ADP fis-3408 79 189 using use VERB fis-3408 79 190 steel steel NOUN fis-3408 79 191 fiber fiber NOUN fis-3408 79 192 reinforced reinforce VERB fis-3408 79 193 concrete concrete NOUN fis-3408 79 194 in in ADP fis-3408 79 195 compression compression NOUN fis-3408 79 196 zone zone NOUN fis-3408 79 197 with with ADP fis-3408 79 198 1.0 1.0 NUM fis-3408 79 199 % % NOUN fis-3408 79 200 volume volume NOUN fis-3408 79 201 fraction fraction NOUN fis-3408 79 202 as as ADP fis-3408 79 203 confinement confinement ADJ fis-3408 79 204 reinforcement reinforcement NOUN fis-3408 79 205 . . PUNCT fis-3408 80 1 material material NOUN fis-3408 80 2 properties property NOUN fis-3408 80 3 he he PRON fis-3408 80 4 properties property NOUN fis-3408 80 5 of of ADP fis-3408 80 6 the the DET fis-3408 80 7 materials material NOUN fis-3408 80 8 used use VERB fis-3408 80 9 concrete concrete NOUN fis-3408 80 10 and and CCONJ fis-3408 80 11 steel steel NOUN fis-3408 80 12 were be AUX fis-3408 80 13 tested test VERB fis-3408 80 14 . . PUNCT fis-3408 81 1 a a DET fis-3408 81 2 compression compression NOUN fis-3408 81 3 test test NOUN fis-3408 81 4 , , PUNCT fis-3408 81 5 according accord VERB fis-3408 81 6 to to ADP fis-3408 81 7 egyptian egyptian ADJ fis-3408 81 8 standard standard PROPN fis-3408 81 9 specification specification NOUN fis-3408 81 10 , , PUNCT fis-3408 81 11 ess ess PROPN fis-3408 81 12 , , PUNCT fis-3408 81 13 1658 1658 NUM fis-3408 81 14 - - SYM fis-3408 81 15 6/2018 6/2018 PROPN fis-3408 81 16 , , PUNCT fis-3408 81 17 and and CCONJ fis-3408 81 18 bs bs X fis-3408 81 19 en en ADP fis-3408 81 20 12390/2009 12390/2009 NUM fis-3408 81 21 , , PUNCT fis-3408 81 22 was be AUX fis-3408 81 23 done do VERB fis-3408 81 24 for for ADP fis-3408 81 25 three three NUM fis-3408 81 26 cubic cubic ADJ fis-3408 81 27 concrete concrete ADJ fis-3408 81 28 samples sample NOUN fis-3408 81 29 during during ADP fis-3408 81 30 each each DET fis-3408 81 31 beam beam NOUN fis-3408 81 32 casting casting NOUN fis-3408 81 33 ; ; PUNCT fis-3408 81 34 after after ADP fis-3408 81 35 28 28 NUM fis-3408 81 36 - - PUNCT fis-3408 81 37 days day NOUN fis-3408 81 38 all all DET fis-3408 81 39 samples sample NOUN fis-3408 81 40 were be AUX fis-3408 81 41 tested test VERB fis-3408 81 42 as as SCONJ fis-3408 81 43 shown show VERB fis-3408 81 44 in in ADP fis-3408 81 45 fig fig NOUN fis-3408 81 46 . . PUNCT fis-3408 82 1 3 3 X fis-3408 82 2 . . X fis-3408 83 1 the the DET fis-3408 83 2 average average ADJ fis-3408 83 3 compressive compressive ADJ fis-3408 83 4 strength strength NOUN fis-3408 83 5 value value NOUN fis-3408 83 6 samples sample NOUN fis-3408 83 7 were be AUX fis-3408 83 8 equal equal ADJ fis-3408 83 9 to to ADP fis-3408 83 10 65 65 NUM fis-3408 83 11 mpa mpa NOUN fis-3408 83 12 with with ADP fis-3408 83 13 std std NOUN fis-3408 83 14 equal equal ADJ fis-3408 83 15 to to ADP fis-3408 83 16 2.51 2.51 NUM fis-3408 83 17 mpa mpa NOUN fis-3408 83 18 . . PUNCT fis-3408 84 1 a a DET fis-3408 84 2 tension tension NOUN fis-3408 84 3 test test NOUN fis-3408 84 4 , , PUNCT fis-3408 84 5 according accord VERB fis-3408 84 6 to to ADP fis-3408 84 7 egyptian egyptian ADJ fis-3408 84 8 standard standard PROPN fis-3408 84 9 specification specification NOUN fis-3408 84 10 , , PUNCT fis-3408 84 11 t t PROPN fis-3408 84 12 t t NOUN fis-3408 84 13 a.-a a.-a PROPN fis-3408 84 14 . . PUNCT fis-3408 84 15 a. a. NOUN fis-3408 84 16 a. a. PROPN fis-3408 84 17 graf graf PROPN fis-3408 84 18 et et PROPN fis-3408 84 19 al al PROPN fis-3408 84 20 . . PROPN fis-3408 84 21 , , PUNCT fis-3408 84 22 frattura frattura PROPN fis-3408 84 23 ed ed PROPN fis-3408 84 24 integrità integrità PROPN fis-3408 84 25 strutturale strutturale PROPN fis-3408 84 26 , , PUNCT fis-3408 84 27 60 60 NUM fis-3408 84 28 ( ( PUNCT fis-3408 84 29 2022 2022 NUM fis-3408 84 30 ) ) PUNCT fis-3408 84 31 310 310 NUM fis-3408 84 32 - - SYM fis-3408 84 33 330 330 NUM fis-3408 84 34 ; ; PUNCT fis-3408 84 35 doi doi NOUN fis-3408 84 36 : : PUNCT fis-3408 84 37 10.3221 10.3221 NUM fis-3408 84 38 / / SYM fis-3408 84 39 igf igf PROPN fis-3408 84 40 - - ADJ fis-3408 84 41 esis.60.22 esis.60.22 PROPN fis-3408 84 42 313 313 NUM fis-3408 84 43 ess ess NOUN fis-3408 84 44 , , PUNCT fis-3408 84 45 262 262 NUM fis-3408 84 46 - - SYM fis-3408 84 47 2/2015 2/2015 NUM fis-3408 84 48 , , PUNCT fis-3408 84 49 and and CCONJ fis-3408 84 50 iso iso NOUN fis-3408 84 51 6935 6935 NUM fis-3408 84 52 - - SYM fis-3408 84 53 2/2007 2/2007 NUM fis-3408 84 54 , , PUNCT fis-3408 84 55 were be AUX fis-3408 84 56 done do VERB fis-3408 84 57 for for ADP fis-3408 84 58 the the DET fis-3408 84 59 reinforcement reinforcement NOUN fis-3408 84 60 steel steel NOUN fis-3408 84 61 bars bar NOUN fis-3408 84 62 as as SCONJ fis-3408 84 63 shown show VERB fis-3408 84 64 in in ADP fis-3408 84 65 fig fig NOUN fis-3408 84 66 . . PUNCT fis-3408 85 1 4 4 X fis-3408 85 2 . . X fis-3408 85 3 for for ADP fis-3408 85 4 each each DET fis-3408 85 5 diameter diameter NOUN fis-3408 85 6 , , PUNCT fis-3408 85 7 three three NUM fis-3408 85 8 samples sample NOUN fis-3408 85 9 were be AUX fis-3408 85 10 tested test VERB fis-3408 85 11 . . PUNCT fis-3408 86 1 the the DET fis-3408 86 2 average average ADJ fis-3408 86 3 results result NOUN fis-3408 86 4 for for ADP fis-3408 86 5 main main ADJ fis-3408 86 6 reinforcement reinforcement NOUN fis-3408 86 7 steel steel NOUN fis-3408 86 8 and and CCONJ fis-3408 86 9 stirrup stirrup NOUN fis-3408 86 10 bars bar NOUN fis-3408 86 11 are be AUX fis-3408 86 12 given give VERB fis-3408 86 13 in in ADP fis-3408 86 14 tab tab NOUN fis-3408 86 15 . . PUNCT fis-3408 87 1 2 2 NUM fis-3408 87 2 . . X fis-3408 87 3 steel steel NOUN fis-3408 87 4 / / SYM fis-3408 87 5 property property NOUN fis-3408 87 6 . . PUNCT fis-3408 88 1 yield yield NOUN fis-3408 88 2 strength strength NOUN fis-3408 88 3 , , PUNCT fis-3408 88 4 mpa mpa PROPN fis-3408 88 5 tensile tensile NOUN fis-3408 88 6 strength strength NOUN fis-3408 88 7 , , PUNCT fis-3408 88 8 mpa mpa PROPN fis-3408 88 9 % % NOUN fis-3408 88 10 maximum maximum NOUN fis-3408 88 11 of of ADP fis-3408 88 12 elongation elongation NOUN fis-3408 88 13 main main ADJ fis-3408 88 14 steel steel NOUN fis-3408 88 15 , , PUNCT fis-3408 88 16 grade grade NOUN fis-3408 88 17 550 550 NUM fis-3408 88 18 550 550 NUM fis-3408 88 19 700 700 NUM fis-3408 88 20 15 15 NUM fis-3408 88 21 confinement confinement NOUN fis-3408 88 22 steel steel NOUN fis-3408 88 23 , , PUNCT fis-3408 88 24 grade grade NOUN fis-3408 88 25 240 240 NUM fis-3408 88 26 240 240 NUM fis-3408 88 27 350 350 NUM fis-3408 88 28 25 25 NUM fis-3408 88 29 table table NOUN fis-3408 88 30 2 2 NUM fis-3408 88 31 : : PUNCT fis-3408 88 32 tension tension NOUN fis-3408 88 33 test test NOUN fis-3408 88 34 results result NOUN fis-3408 88 35 for for ADP fis-3408 88 36 main main ADJ fis-3408 88 37 reinforcement reinforcement NOUN fis-3408 88 38 steel steel NOUN fis-3408 88 39 and and CCONJ fis-3408 88 40 stirrup stirrup NOUN fis-3408 88 41 bars bar NOUN fis-3408 88 42 . . PUNCT fis-3408 89 1 ( ( PUNCT fis-3408 89 2 a a X fis-3408 89 3 ) ) PUNCT fis-3408 89 4 control control NOUN fis-3408 89 5 beam beam NOUN fis-3408 89 6 ( ( PUNCT fis-3408 89 7 b b NOUN fis-3408 89 8 ) ) PUNCT fis-3408 89 9 cfrps cfrps PROPN fis-3408 89 10 confinement confinement NOUN fis-3408 89 11 in in ADP fis-3408 89 12 compression compression NOUN fis-3408 89 13 zone zone NOUN fis-3408 89 14 ( ( PUNCT fis-3408 89 15 c c NOUN fis-3408 89 16 ) ) PUNCT fis-3408 89 17 steel steel NOUN fis-3408 89 18 fiber fiber NOUN fis-3408 89 19 1.0 1.0 NUM fis-3408 89 20 % % NOUN fis-3408 89 21 vf vf NOUN fis-3408 89 22 in in ADP fis-3408 89 23 compression compression NOUN fis-3408 89 24 zone zone NOUN fis-3408 89 25 figure figure NOUN fis-3408 89 26 1 1 NUM fis-3408 89 27 : : PUNCT fis-3408 89 28 experimental experimental ADJ fis-3408 89 29 specimen speciman NOUN fis-3408 89 30 schematics schematic NOUN fis-3408 89 31 and and CCONJ fis-3408 89 32 dimensions dimension NOUN fis-3408 89 33 ; ; PUNCT fis-3408 89 34 ( ( PUNCT fis-3408 89 35 a a X fis-3408 89 36 ) ) PUNCT fis-3408 89 37 control control NOUN fis-3408 89 38 beams beam NOUN fis-3408 89 39 , , PUNCT fis-3408 89 40 ( ( PUNCT fis-3408 89 41 b b X fis-3408 89 42 ) ) PUNCT fis-3408 89 43 cfrps cfrps PROPN fis-3408 89 44 confinement confinement NOUN fis-3408 89 45 in in ADP fis-3408 89 46 compression compression NOUN fis-3408 89 47 zone zone NOUN fis-3408 89 48 and and CCONJ fis-3408 89 49 ( ( PUNCT fis-3408 89 50 c c NOUN fis-3408 89 51 ) ) PUNCT fis-3408 89 52 steel steel NOUN fis-3408 89 53 fiber fiber NOUN fis-3408 89 54 1.0 1.0 NUM fis-3408 89 55 % % NOUN fis-3408 89 56 vf vf NOUN fis-3408 89 57 in in ADP fis-3408 89 58 compression compression NOUN fis-3408 89 59 zone zone NOUN fis-3408 89 60 . . PUNCT fis-3408 90 1 figure figure NOUN fis-3408 90 2 2 2 NUM fis-3408 90 3 : : PUNCT fis-3408 90 4 cross cross NOUN fis-3408 90 5 section section NOUN fis-3408 90 6 dimensions dimension NOUN fis-3408 90 7 and and CCONJ fis-3408 90 8 steel steel NOUN fis-3408 90 9 bars bar NOUN fis-3408 90 10 distribution distribution NOUN fis-3408 90 11 for for ADP fis-3408 90 12 control control NOUN fis-3408 90 13 beams beam NOUN fis-3408 90 14 ; ; PUNCT fis-3408 91 1 c1 c1 PROPN fis-3408 91 2 , , PUNCT fis-3408 91 3 c2 c2 PROPN fis-3408 91 4 , , PUNCT fis-3408 91 5 c3 c3 PROPN fis-3408 91 6 , , PUNCT fis-3408 91 7 and and CCONJ fis-3408 91 8 c4 c4 NOUN fis-3408 91 9 . . PUNCT fis-3408 91 10 a.-a a.-a PROPN fis-3408 91 11 . . PUNCT fis-3408 91 12 a. a. NOUN fis-3408 91 13 a. a. PROPN fis-3408 91 14 graf graf PROPN fis-3408 91 15 et et PROPN fis-3408 91 16 al al PROPN fis-3408 91 17 . . PROPN fis-3408 91 18 , , PUNCT fis-3408 91 19 frattura frattura PROPN fis-3408 91 20 ed ed PROPN fis-3408 91 21 integrità integrità PROPN fis-3408 91 22 strutturale strutturale PROPN fis-3408 91 23 , , PUNCT fis-3408 91 24 60 60 NUM fis-3408 91 25 ( ( PUNCT fis-3408 91 26 2022 2022 NUM fis-3408 91 27 ) ) PUNCT fis-3408 91 28 310 310 NUM fis-3408 91 29 - - SYM fis-3408 91 30 330 330 NUM fis-3408 91 31 ; ; PUNCT fis-3408 91 32 doi doi NOUN fis-3408 91 33 : : PUNCT fis-3408 91 34 10.3221 10.3221 NUM fis-3408 91 35 / / SYM fis-3408 91 36 igf igf PROPN fis-3408 91 37 - - ADJ fis-3408 91 38 esis.60.22 esis.60.22 ADJ fis-3408 91 39 314 314 NUM fis-3408 91 40 figure figure NOUN fis-3408 91 41 3 3 NUM fis-3408 91 42 : : PUNCT fis-3408 91 43 standard standard ADJ fis-3408 91 44 compression compression NOUN fis-3408 91 45 test test NOUN fis-3408 91 46 for for ADP fis-3408 91 47 cube cube NOUN fis-3408 91 48 specimens specimen NOUN fis-3408 91 49 . . PUNCT fis-3408 91 50 figure figure NOUN fis-3408 91 51 4 4 NUM fis-3408 91 52 : : PUNCT fis-3408 91 53 standard standard ADJ fis-3408 91 54 tension tension NOUN fis-3408 91 55 test test NOUN fis-3408 91 56 for for ADP fis-3408 91 57 steel steel NOUN fis-3408 91 58 reinforcement reinforcement NOUN fis-3408 91 59 . . PUNCT fis-3408 92 1 the the DET fis-3408 92 2 high high ADJ fis-3408 92 3 elastic elastic ADJ fis-3408 92 4 modulus modulus NOUN fis-3408 92 5 , , PUNCT fis-3408 92 6 hm hm INTJ fis-3408 92 7 , , PUNCT fis-3408 92 8 cfrp cfrp PROPN fis-3408 92 9 fabric fabric NOUN fis-3408 92 10 used use VERB fis-3408 92 11 to to PART fis-3408 92 12 strengthen strengthen VERB fis-3408 92 13 the the DET fis-3408 92 14 specimens specimen NOUN fis-3408 92 15 was be AUX fis-3408 92 16 unidirectional unidirectional ADJ fis-3408 92 17 with with ADP fis-3408 92 18 nonstructural nonstructural ADJ fis-3408 92 19 weaves weave NOUN fis-3408 92 20 in in ADP fis-3408 92 21 the the DET fis-3408 92 22 transverse transverse ADJ fis-3408 92 23 direction direction NOUN fis-3408 92 24 to to PART fis-3408 92 25 hold hold VERB fis-3408 92 26 the the DET fis-3408 92 27 fabric fabric NOUN fis-3408 92 28 together together ADV fis-3408 92 29 . . PUNCT fis-3408 93 1 according accord VERB fis-3408 93 2 to to ADP fis-3408 93 3 the the DET fis-3408 93 4 datasheet datasheet NOUN fis-3408 93 5 provided provide VERB fis-3408 93 6 by by ADP fis-3408 93 7 the the DET fis-3408 93 8 manufacturer manufacturer NOUN fis-3408 93 9 , , PUNCT fis-3408 93 10 a a DET fis-3408 93 11 dry dry ADJ fis-3408 93 12 fabric fabric NOUN fis-3408 93 13 would would AUX fis-3408 93 14 have have VERB fis-3408 93 15 a a DET fis-3408 93 16 tensile tensile NOUN fis-3408 93 17 strength strength NOUN fis-3408 93 18 of of ADP fis-3408 93 19 3.45 3.45 NUM fis-3408 93 20 gpa gpa NOUN fis-3408 93 21 , , PUNCT fis-3408 93 22 a a DET fis-3408 93 23 high high ADJ fis-3408 93 24 elastic elastic ADJ fis-3408 93 25 modulus modulus NOUN fis-3408 93 26 of of ADP fis-3408 93 27 230 230 NUM fis-3408 93 28 gpa gpa NOUN fis-3408 93 29 , , PUNCT fis-3408 93 30 and and CCONJ fis-3408 93 31 elongation elongation NOUN fis-3408 93 32 at at ADP fis-3408 93 33 a a DET fis-3408 93 34 break break NOUN fis-3408 93 35 of of ADP fis-3408 93 36 1.5 1.5 NUM fis-3408 93 37 % % NOUN fis-3408 93 38 , , PUNCT fis-3408 93 39 [ [ X fis-3408 93 40 13 13 NUM fis-3408 93 41 ] ] PUNCT fis-3408 93 42 . . PUNCT fis-3408 94 1 the the DET fis-3408 94 2 fabric fabric NOUN fis-3408 94 3 was be AUX fis-3408 94 4 laminated laminate VERB fis-3408 94 5 to to ADP fis-3408 94 6 the the DET fis-3408 94 7 specimens specimen NOUN fis-3408 94 8 with with ADP fis-3408 94 9 an an DET fis-3408 94 10 epoxy epoxy NOUN fis-3408 94 11 resin resin NOUN fis-3408 94 12 having have VERB fis-3408 94 13 a a DET fis-3408 94 14 tensile tensile NOUN fis-3408 94 15 strength strength NOUN fis-3408 94 16 of of ADP fis-3408 94 17 33.8 33.8 NUM fis-3408 94 18 mpa mpa NOUN fis-3408 94 19 and and CCONJ fis-3408 94 20 an an DET fis-3408 94 21 ultimate ultimate ADJ fis-3408 94 22 elongation elongation NOUN fis-3408 94 23 of of ADP fis-3408 94 24 1.2 1.2 NUM fis-3408 94 25 % % NOUN fis-3408 94 26 , , PUNCT fis-3408 94 27 according accord VERB fis-3408 94 28 to to ADP fis-3408 94 29 sikadur sikadur VERB fis-3408 94 30 ® ® PROPN fis-3408 94 31 -330 -330 PROPN fis-3408 94 32 epoxy epoxy NOUN fis-3408 94 33 datasheet datasheet NOUN fis-3408 94 34 , , PUNCT fis-3408 94 35 [ [ X fis-3408 94 36 14 14 NUM fis-3408 94 37 ] ] PUNCT fis-3408 94 38 . . PUNCT fis-3408 95 1 test test NOUN fis-3408 95 2 procedure procedure NOUN fis-3408 95 3 he he PRON fis-3408 95 4 beams beam VERB fis-3408 95 5 were be AUX fis-3408 95 6 tested test VERB fis-3408 95 7 to to ADP fis-3408 95 8 failure failure NOUN fis-3408 95 9 by by ADP fis-3408 95 10 using use VERB fis-3408 95 11 a a DET fis-3408 95 12 universal universal ADJ fis-3408 95 13 testing testing NOUN fis-3408 95 14 machine machine NOUN fis-3408 95 15 with with ADP fis-3408 95 16 1000 1000 NUM fis-3408 95 17 kn kn NOUN fis-3408 95 18 capacity capacity NOUN fis-3408 95 19 and and CCONJ fis-3408 95 20 0.4 0.4 NUM fis-3408 95 21 % % NOUN fis-3408 95 22 error error NOUN fis-3408 95 23 of of ADP fis-3408 95 24 calibration calibration NOUN fis-3408 95 25 while while SCONJ fis-3408 95 26 the the DET fis-3408 95 27 rate rate NOUN fis-3408 95 28 of of ADP fis-3408 95 29 loading loading NOUN fis-3408 95 30 was be AUX fis-3408 95 31 0.7 0.7 NUM fis-3408 95 32 n n CCONJ fis-3408 95 33 / / SYM fis-3408 95 34 sqmm sqmm ADJ fis-3408 95 35 / / SYM fis-3408 95 36 min min NOUN fis-3408 95 37 . . PROPN fis-3408 95 38 two two NUM fis-3408 95 39 rollers roller NOUN fis-3408 95 40 support support NOUN fis-3408 95 41 were be AUX fis-3408 95 42 used use VERB fis-3408 95 43 for for ADP fis-3408 95 44 the the DET fis-3408 95 45 beams beam NOUN fis-3408 95 46 . . PUNCT fis-3408 96 1 the the DET fis-3408 96 2 load load NOUN fis-3408 96 3 was be AUX fis-3408 96 4 applied apply VERB fis-3408 96 5 in in ADP fis-3408 96 6 two two NUM fis-3408 96 7 points point NOUN fis-3408 96 8 with with ADP fis-3408 96 9 a a DET fis-3408 96 10 600 600 NUM fis-3408 96 11 mm mm NOUN fis-3408 96 12 distance distance NOUN fis-3408 96 13 between between ADP fis-3408 96 14 the the DET fis-3408 96 15 two two NUM fis-3408 96 16 points point NOUN fis-3408 96 17 , , PUNCT fis-3408 96 18 and and CCONJ fis-3408 96 19 the the DET fis-3408 96 20 deflection deflection NOUN fis-3408 96 21 was be AUX fis-3408 96 22 measured measure VERB fis-3408 96 23 at at ADP fis-3408 96 24 the the DET fis-3408 96 25 beam beam NOUN fis-3408 96 26 mid mid NOUN fis-3408 96 27 - - NOUN fis-3408 96 28 span span NOUN fis-3408 96 29 using use VERB fis-3408 96 30 linear linear PROPN fis-3408 96 31 vertical vertical ADJ fis-3408 96 32 displacement displacement NOUN fis-3408 96 33 transducers transducer NOUN fis-3408 96 34 ( ( PUNCT fis-3408 96 35 lvdt lvdt PROPN fis-3408 96 36 ) ) PUNCT fis-3408 96 37 as as SCONJ fis-3408 96 38 shown show VERB fis-3408 96 39 in in ADP fis-3408 96 40 fig fig NOUN fis-3408 96 41 . . PUNCT fis-3408 97 1 5 5 NUM fis-3408 97 2 . . X fis-3408 97 3 all all DET fis-3408 97 4 the the DET fis-3408 97 5 beams beam NOUN fis-3408 97 6 were be AUX fis-3408 97 7 painted paint VERB fis-3408 97 8 with with ADP fis-3408 97 9 white white ADJ fis-3408 97 10 color color NOUN fis-3408 97 11 to to PART fis-3408 97 12 simplify simplify VERB fis-3408 97 13 the the DET fis-3408 97 14 cracks crack NOUN fis-3408 97 15 observation observation NOUN fis-3408 97 16 , , PUNCT fis-3408 97 17 and and CCONJ fis-3408 97 18 the the DET fis-3408 97 19 crack crack NOUN fis-3408 97 20 propagation propagation NOUN fis-3408 97 21 was be AUX fis-3408 97 22 observed observe VERB fis-3408 97 23 by by ADP fis-3408 97 24 the the DET fis-3408 97 25 naked naked ADJ fis-3408 97 26 eye eye NOUN fis-3408 97 27 . . PUNCT fis-3408 98 1 a a DET fis-3408 98 2 load load NOUN fis-3408 98 3 control control NOUN fis-3408 98 4 was be AUX fis-3408 98 5 used use VERB fis-3408 98 6 to to PART fis-3408 98 7 test test VERB fis-3408 98 8 the the DET fis-3408 98 9 samples sample NOUN fis-3408 98 10 , , PUNCT fis-3408 98 11 and and CCONJ fis-3408 98 12 the the DET fis-3408 98 13 load load NOUN fis-3408 98 14 - - PUNCT fis-3408 98 15 displacement displacement ADJ fis-3408 98 16 values value NOUN fis-3408 98 17 were be AUX fis-3408 98 18 recorded record VERB fis-3408 98 19 during during ADP fis-3408 98 20 loading loading NOUN fis-3408 98 21 using use VERB fis-3408 98 22 a a DET fis-3408 98 23 data data NOUN fis-3408 98 24 logger logger NOUN fis-3408 98 25 system system NOUN fis-3408 98 26 . . PUNCT fis-3408 99 1 t t PROPN fis-3408 99 2 a.-a a.-a PROPN fis-3408 99 3 . . PUNCT fis-3408 100 1 a. a. NOUN fis-3408 100 2 a. a. PROPN fis-3408 100 3 graf graf PROPN fis-3408 100 4 et et PROPN fis-3408 100 5 al al PROPN fis-3408 100 6 . . PROPN fis-3408 100 7 , , PUNCT fis-3408 100 8 frattura frattura PROPN fis-3408 100 9 ed ed PROPN fis-3408 100 10 integrità integrità PROPN fis-3408 100 11 strutturale strutturale PROPN fis-3408 100 12 , , PUNCT fis-3408 100 13 60 60 NUM fis-3408 100 14 ( ( PUNCT fis-3408 100 15 2022 2022 NUM fis-3408 100 16 ) ) PUNCT fis-3408 100 17 310 310 NUM fis-3408 100 18 - - SYM fis-3408 100 19 330 330 NUM fis-3408 100 20 ; ; PUNCT fis-3408 100 21 doi doi NOUN fis-3408 100 22 : : PUNCT fis-3408 100 23 10.3221 10.3221 NUM fis-3408 100 24 / / SYM fis-3408 100 25 igf igf PROPN fis-3408 100 26 - - ADJ fis-3408 100 27 esis.60.22 esis.60.22 ADJ fis-3408 100 28 315 315 NUM fis-3408 100 29 figure figure NOUN fis-3408 100 30 5 5 NUM fis-3408 100 31 : : PUNCT fis-3408 100 32 test test NOUN fis-3408 100 33 setup setup NOUN fis-3408 100 34 numerical numerical PROPN fis-3408 100 35 study study PROPN fis-3408 100 36 3d 3d PROPN fis-3408 100 37 finite finite PROPN fis-3408 100 38 element element NOUN fis-3408 100 39 analysis analysis NOUN fis-3408 100 40 ( ( PUNCT fis-3408 100 41 fea fea NOUN fis-3408 100 42 ) ) PUNCT fis-3408 100 43 using use VERB fis-3408 100 44 ansys ansys PROPN fis-3408 100 45 v2021 v2021 PROPN fis-3408 100 46 r1 r1 PROPN fis-3408 100 47 was be AUX fis-3408 100 48 done do VERB fis-3408 100 49 to to PART fis-3408 100 50 predict predict VERB fis-3408 100 51 the the DET fis-3408 100 52 behavior behavior NOUN fis-3408 100 53 of of ADP fis-3408 100 54 high high ADJ fis-3408 100 55 strength strength NOUN fis-3408 100 56 reinforced reinforce VERB fis-3408 100 57 concrete concrete ADJ fis-3408 100 58 beams beam NOUN fis-3408 100 59 confinement confinement NOUN fis-3408 100 60 in in ADP fis-3408 100 61 compression compression NOUN fis-3408 100 62 zone zone NOUN fis-3408 100 63 with with ADP fis-3408 100 64 two two NUM fis-3408 100 65 techniques technique NOUN fis-3408 100 66 with with ADP fis-3408 100 67 different different ADJ fis-3408 100 68 ratios ratio NOUN fis-3408 100 69 of of ADP fis-3408 100 70 high high ADJ fis-3408 100 71 strength strength NOUN fis-3408 100 72 steel steel NOUN fis-3408 100 73 reinforcement reinforcement NOUN fis-3408 100 74 . . PUNCT fis-3408 101 1 the the DET fis-3408 101 2 methodology methodology NOUN fis-3408 101 3 of of ADP fis-3408 101 4 this this DET fis-3408 101 5 work work NOUN fis-3408 101 6 was be AUX fis-3408 101 7 done do VERB fis-3408 101 8 by by ADP fis-3408 101 9 building build VERB fis-3408 101 10 the the DET fis-3408 101 11 3d 3d PROPN fis-3408 101 12 model model NOUN fis-3408 101 13 , , PUNCT fis-3408 101 14 selecting select VERB fis-3408 101 15 the the DET fis-3408 101 16 type type NOUN fis-3408 101 17 of of ADP fis-3408 101 18 elements element NOUN fis-3408 101 19 , , PUNCT fis-3408 101 20 the the DET fis-3408 101 21 models model NOUN fis-3408 101 22 of of ADP fis-3408 101 23 used use VERB fis-3408 101 24 materials material NOUN fis-3408 101 25 , , PUNCT fis-3408 101 26 contact contact NOUN fis-3408 101 27 details detail NOUN fis-3408 101 28 , , PUNCT fis-3408 101 29 and and CCONJ fis-3408 101 30 selecting select VERB fis-3408 101 31 the the DET fis-3408 101 32 type type NOUN fis-3408 101 33 of of ADP fis-3408 101 34 analysis analysis NOUN fis-3408 101 35 which which PRON fis-3408 101 36 considered consider VERB fis-3408 101 37 the the DET fis-3408 101 38 displacement displacement ADJ fis-3408 101 39 control control NOUN fis-3408 101 40 type type NOUN fis-3408 101 41 . . PUNCT fis-3408 102 1 concrete concrete NOUN fis-3408 102 2 was be AUX fis-3408 102 3 modeled model VERB fis-3408 102 4 using use VERB fis-3408 102 5 a a DET fis-3408 102 6 suitable suitable ADJ fis-3408 102 7 solid solid ADJ fis-3408 102 8 element element NOUN fis-3408 102 9 for for ADP fis-3408 102 10 concrete concrete ADJ fis-3408 102 11 properties property NOUN fis-3408 102 12 named name VERB fis-3408 102 13 solid solid ADJ fis-3408 102 14 65 65 NUM fis-3408 102 15 with with ADP fis-3408 102 16 8 8 NUM fis-3408 102 17 - - PUNCT fis-3408 102 18 nodes node NOUN fis-3408 102 19 as as SCONJ fis-3408 102 20 shown show VERB fis-3408 102 21 in in ADP fis-3408 102 22 fig fig NOUN fis-3408 102 23 . . PUNCT fis-3408 103 1 6 6 NUM fis-3408 103 2 a a PRON fis-3408 103 3 ; ; PUNCT fis-3408 103 4 reinforcement reinforcement NOUN fis-3408 103 5 steel steel NOUN fis-3408 103 6 and and CCONJ fis-3408 103 7 steel steel NOUN fis-3408 103 8 fibers fiber NOUN fis-3408 103 9 were be AUX fis-3408 103 10 modeled model VERB fis-3408 103 11 using use VERB fis-3408 103 12 reinf reinf NOUN fis-3408 103 13 264 264 NUM fis-3408 103 14 element element NOUN fis-3408 103 15 , , PUNCT fis-3408 103 16 while while SCONJ fis-3408 103 17 fiber fiber NOUN fis-3408 103 18 reinforced reinforce VERB fis-3408 103 19 polymers polymer NOUN fis-3408 103 20 were be AUX fis-3408 103 21 modeled model VERB fis-3408 103 22 using use VERB fis-3408 103 23 shell shell NOUN fis-3408 103 24 181 181 NUM fis-3408 103 25 element element NOUN fis-3408 103 26 shown show VERB fis-3408 103 27 in in ADP fis-3408 103 28 fig fig NOUN fis-3408 103 29 . . PUNCT fis-3408 104 1 6 6 NUM fis-3408 104 2 , , PUNCT fis-3408 104 3 b b NOUN fis-3408 104 4 and and CCONJ fis-3408 104 5 solid solid ADJ fis-3408 104 6 185 185 NUM fis-3408 104 7 element element NOUN fis-3408 104 8 was be AUX fis-3408 104 9 used use VERB fis-3408 104 10 to to PART fis-3408 104 11 model model VERB fis-3408 104 12 the the DET fis-3408 104 13 behavior behavior NOUN fis-3408 104 14 of of ADP fis-3408 104 15 rigid rigid ADJ fis-3408 104 16 the the DET fis-3408 104 17 loading loading NOUN fis-3408 104 18 and and CCONJ fis-3408 104 19 bearing bearing NOUN fis-3408 104 20 plates plate NOUN fis-3408 104 21 . . PUNCT fis-3408 105 1 in in ADP fis-3408 105 2 contrast contrast NOUN fis-3408 105 3 , , PUNCT fis-3408 105 4 the the DET fis-3408 105 5 bond bond NOUN fis-3408 105 6 slippage slippage NOUN fis-3408 105 7 behavior behavior NOUN fis-3408 105 8 between between ADP fis-3408 105 9 the the DET fis-3408 105 10 frps frps NOUN fis-3408 105 11 sheets sheet NOUN fis-3408 105 12 and and CCONJ fis-3408 105 13 the the DET fis-3408 105 14 concrete concrete NOUN fis-3408 105 15 was be AUX fis-3408 105 16 simulated simulate VERB fis-3408 105 17 using use VERB fis-3408 105 18 the the DET fis-3408 105 19 cohesive cohesive ADJ fis-3408 105 20 zone zone NOUN fis-3408 105 21 model model NOUN fis-3408 105 22 ( ( PUNCT fis-3408 105 23 czm czm NOUN fis-3408 105 24 ) ) PUNCT fis-3408 105 25 . . PUNCT fis-3408 106 1 the the DET fis-3408 106 2 maximum maximum ADJ fis-3408 106 3 shear shear NOUN fis-3408 106 4 contact contact NOUN fis-3408 106 5 stress stress NOUN fis-3408 106 6 was be AUX fis-3408 106 7 3 3 NUM fis-3408 106 8 mpa mpa NOUN fis-3408 106 9 with with ADP fis-3408 106 10 a a DET fis-3408 106 11 maximum maximum ADJ fis-3408 106 12 debonding debonding NOUN fis-3408 106 13 gap gap NOUN fis-3408 106 14 of of ADP fis-3408 106 15 0.01 0.01 NUM fis-3408 106 16 mm mm NOUN fis-3408 106 17 . . PUNCT fis-3408 107 1 in in ADP fis-3408 107 2 comparison comparison NOUN fis-3408 107 3 , , PUNCT fis-3408 107 4 the the DET fis-3408 107 5 maximum maximum ADJ fis-3408 107 6 normal normal ADJ fis-3408 107 7 contact contact NOUN fis-3408 107 8 stress stress NOUN fis-3408 107 9 was be AUX fis-3408 107 10 1 1 NUM fis-3408 107 11 mpa mpa NOUN fis-3408 107 12 with with ADP fis-3408 107 13 a a DET fis-3408 107 14 maximum maximum ADJ fis-3408 107 15 debonding debonding NOUN fis-3408 107 16 gap gap NOUN fis-3408 107 17 of of ADP fis-3408 107 18 0.01 0.01 NUM fis-3408 107 19 mm mm NOUN fis-3408 108 1 [ [ X fis-3408 108 2 15 15 NUM fis-3408 108 3 ] ] PUNCT fis-3408 108 4 . . PUNCT fis-3408 109 1 nonlinear nonlinear ADJ fis-3408 109 2 analysis analysis NOUN fis-3408 109 3 of of ADP fis-3408 109 4 the the DET fis-3408 109 5 reinforced reinforce VERB fis-3408 109 6 concrete concrete ADJ fis-3408 109 7 beams beam NOUN fis-3408 109 8 was be AUX fis-3408 109 9 done do VERB fis-3408 109 10 based base VERB fis-3408 109 11 on on ADP fis-3408 109 12 the the DET fis-3408 109 13 smeared smear VERB fis-3408 109 14 crack crack NOUN fis-3408 109 15 approach approach NOUN fis-3408 109 16 with with ADP fis-3408 109 17 displacement displacement ADJ fis-3408 109 18 control control NOUN fis-3408 109 19 loading loading NOUN fis-3408 109 20 . . PUNCT fis-3408 110 1 the the DET fis-3408 110 2 displacement displacement ADJ fis-3408 110 3 load load NOUN fis-3408 110 4 was be AUX fis-3408 110 5 applied apply VERB fis-3408 110 6 to to ADP fis-3408 110 7 the the DET fis-3408 110 8 top top ADJ fis-3408 110 9 line line NOUN fis-3408 110 10 of of ADP fis-3408 110 11 the the DET fis-3408 110 12 loading loading NOUN fis-3408 110 13 plates plate NOUN fis-3408 110 14 , , PUNCT fis-3408 110 15 and and CCONJ fis-3408 110 16 the the DET fis-3408 110 17 displacement displacement ADJ fis-3408 110 18 convergence convergence NOUN fis-3408 110 19 was be AUX fis-3408 110 20 included include VERB fis-3408 110 21 with with ADP fis-3408 110 22 tolerance tolerance NOUN fis-3408 110 23 value value NOUN fis-3408 110 24 equal equal ADJ fis-3408 110 25 to to ADP fis-3408 110 26 5 5 NUM fis-3408 110 27 % % NOUN fis-3408 110 28 . . PUNCT fis-3408 111 1 a a DET fis-3408 111 2 ) ) PUNCT fis-3408 111 3 solid65 solid65 NOUN fis-3408 111 4 concrete concrete ADJ fis-3408 111 5 element element NOUN fis-3408 111 6 . . PUNCT fis-3408 112 1 b b X fis-3408 112 2 ) ) PUNCT fis-3408 112 3 4 4 NUM fis-3408 112 4 - - NUM fis-3408 112 5 node node ADJ fis-3408 112 6 structural structural ADJ fis-3408 112 7 shell shell NOUN fis-3408 112 8 . . PUNCT fis-3408 113 1 figure figure VERB fis-3408 113 2 6 6 NUM fis-3408 113 3 : : PUNCT fis-3408 113 4 elements element NOUN fis-3408 113 5 used use VERB fis-3408 113 6 in in ADP fis-3408 113 7 modeling modeling NOUN fis-3408 113 8 ; ; PUNCT fis-3408 113 9 a a X fis-3408 113 10 ) ) PUNCT fis-3408 113 11 solid65 solid65 NOUN fis-3408 113 12 concrete concrete ADJ fis-3408 113 13 element element NOUN fis-3408 113 14 b b NOUN fis-3408 113 15 ) ) PUNCT fis-3408 113 16 4 4 NUM fis-3408 113 17 - - PUNCT fis-3408 113 18 node node ADJ fis-3408 113 19 structural structural ADJ fis-3408 113 20 shell shell NOUN fis-3408 114 1 [ [ X fis-3408 114 2 13 13 NUM fis-3408 114 3 ] ] PUNCT fis-3408 114 4 . . PUNCT fis-3408 115 1 a a DET fis-3408 115 2 load load NOUN fis-3408 115 3 cell cell NOUN fis-3408 115 4 spreader spreader NOUN fis-3408 115 5 plate plate NOUN fis-3408 115 6 tested test VERB fis-3408 115 7 beam beam NOUN fis-3408 115 8 roller roller NOUN fis-3408 115 9 support support NOUN fis-3408 115 10 a.-a a.-a NOUN fis-3408 115 11 . . PUNCT fis-3408 115 12 a. a. NOUN fis-3408 115 13 a. a. PROPN fis-3408 115 14 graf graf PROPN fis-3408 115 15 et et PROPN fis-3408 115 16 al al PROPN fis-3408 115 17 . . PROPN fis-3408 115 18 , , PUNCT fis-3408 115 19 frattura frattura PROPN fis-3408 115 20 ed ed PROPN fis-3408 115 21 integrità integrità PROPN fis-3408 115 22 strutturale strutturale PROPN fis-3408 115 23 , , PUNCT fis-3408 115 24 60 60 NUM fis-3408 115 25 ( ( PUNCT fis-3408 115 26 2022 2022 NUM fis-3408 115 27 ) ) PUNCT fis-3408 115 28 310 310 NUM fis-3408 115 29 - - SYM fis-3408 115 30 330 330 NUM fis-3408 115 31 ; ; PUNCT fis-3408 115 32 doi doi NOUN fis-3408 115 33 : : PUNCT fis-3408 115 34 10.3221 10.3221 NUM fis-3408 115 35 / / SYM fis-3408 115 36 igf igf PROPN fis-3408 115 37 - - ADJ fis-3408 115 38 esis.60.22 esis.60.22 ADJ fis-3408 115 39 316 316 NUM fis-3408 115 40 concrete concrete NOUN fis-3408 115 41 was be AUX fis-3408 115 42 simulated simulate VERB fis-3408 115 43 using use VERB fis-3408 115 44 a a DET fis-3408 115 45 multilinear multilinear NOUN fis-3408 115 46 isotropic isotropic NOUN fis-3408 115 47 hardening hardening NOUN fis-3408 115 48 model model NOUN fis-3408 115 49 . . PUNCT fis-3408 116 1 the the DET fis-3408 116 2 stress stress NOUN fis-3408 116 3 - - PUNCT fis-3408 116 4 strain strain NOUN fis-3408 116 5 curve curve NOUN fis-3408 116 6 was be AUX fis-3408 116 7 used use VERB fis-3408 116 8 to to PART fis-3408 116 9 simulate simulate VERB fis-3408 116 10 the the DET fis-3408 116 11 concrete concrete ADJ fis-3408 116 12 plasticity plasticity NOUN fis-3408 116 13 based base VERB fis-3408 116 14 on on ADP fis-3408 116 15 equations equation NOUN fis-3408 116 16 1 1 NUM fis-3408 116 17 and and CCONJ fis-3408 116 18 2 2 NUM fis-3408 117 1 [ [ X fis-3408 117 2 16 16 NUM fis-3408 117 3 ] ] PUNCT fis-3408 117 4 . . PUNCT fis-3408 118 1 the the DET fis-3408 118 2 concrete concrete ADJ fis-3408 118 3 material material NOUN fis-3408 118 4 properties property NOUN fis-3408 118 5 are be AUX fis-3408 118 6 given give VERB fis-3408 118 7 in in ADP fis-3408 118 8 a a DET fis-3408 118 9 tab tab NOUN fis-3408 118 10 . . PUNCT fis-3408 119 1 3 3 X fis-3408 119 2 . . X fis-3408 119 3   PROPN fis-3408 119 4   PROPN fis-3408 119 5   PROPN fis-3408 119 6   NUM fis-3408 119 7   NOUN fis-3408 119 8   PROPN fis-3408 119 9   PROPN fis-3408 119 10   PROPN fis-3408 119 11   PROPN fis-3408 120 1   PROPN fis-3408 120 2   NUM fis-3408 120 3 2 2 NUM fis-3408 120 4 0 0 NUM fis-3408 120 5 1 1 NUM fis-3408 120 6 ce ce PROPN fis-3408 120 7 f f X fis-3408 120 8 ( ( PUNCT fis-3408 120 9 1 1 X fis-3408 120 10 ) ) PUNCT fis-3408 120 11   PROPN fis-3408 120 12   NUM fis-3408 120 13 ' ' PART fis-3408 120 14 0 0 NUM fis-3408 120 15 2 2 NUM fis-3408 120 16 c c NOUN fis-3408 120 17 c c NOUN fis-3408 120 18 f f X fis-3408 120 19 e e X fis-3408 120 20 ( ( PUNCT fis-3408 120 21 2 2 NUM fis-3408 120 22 ) ) PUNCT fis-3408 120 23 where where SCONJ fis-3408 120 24 , , PUNCT fis-3408 120 25 ec ec PROPN fis-3408 120 26 is be AUX fis-3408 120 27 young young ADJ fis-3408 120 28 ’s ’s PART fis-3408 120 29 modulus modulus NOUN fis-3408 120 30 for for ADP fis-3408 120 31 concrete concrete NOUN fis-3408 120 32 , , PUNCT fis-3408 120 33 ε ε PROPN fis-3408 120 34 is be AUX fis-3408 120 35 the the DET fis-3408 120 36 concrete concrete ADJ fis-3408 120 37 strain strain NOUN fis-3408 120 38 , , PUNCT fis-3408 120 39 and and CCONJ fis-3408 120 40 ε0 ε0 NOUN fis-3408 120 41 is be AUX fis-3408 120 42 the the DET fis-3408 120 43 compression compression NOUN fis-3408 120 44 failure failure NOUN fis-3408 120 45 strain strain NOUN fis-3408 120 46 . . PUNCT fis-3408 121 1 ultimate ultimate ADJ fis-3408 121 2 compressive compressive ADJ fis-3408 121 3 strength strength NOUN fis-3408 121 4 tensile tensile NOUN fis-3408 121 5 strength strength NOUN fis-3408 121 6 modulus modulus NOUN fis-3408 121 7 of of ADP fis-3408 121 8 elasticity elasticity NOUN fis-3408 121 9 poisson poisson NOUN fis-3408 121 10 ’s ’s PART fis-3408 121 11 ratio ratio NOUN fis-3408 121 12 65 65 NUM fis-3408 121 13 mpa mpa PROPN fis-3408 121 14 3 3 NUM fis-3408 121 15 mpa mpa PROPN fis-3408 121 16 38 38 NUM fis-3408 121 17 gpa gpa PROPN fis-3408 121 18 0.2 0.2 NUM fis-3408 121 19 table table NOUN fis-3408 121 20 3 3 NUM fis-3408 121 21 : : PUNCT fis-3408 121 22 concrete concrete ADJ fis-3408 121 23 material material NOUN fis-3408 121 24 model model NOUN fis-3408 121 25 properties property NOUN fis-3408 121 26 uniaxial uniaxial ADJ fis-3408 121 27 concrete concrete ADJ fis-3408 121 28 tensile tensile NOUN fis-3408 121 29 cracking crack VERB fis-3408 121 30 stress stress NOUN fis-3408 121 31 was be AUX fis-3408 121 32 simulated simulate VERB fis-3408 121 33 according accord VERB fis-3408 121 34 to to ADP fis-3408 121 35 the the DET fis-3408 121 36 solid65 solid65 NOUN fis-3408 121 37 cracking crack VERB fis-3408 121 38 model model NOUN fis-3408 121 39 , , PUNCT fis-3408 121 40 as as SCONJ fis-3408 121 41 shown show VERB fis-3408 121 42 in in ADP fis-3408 121 43 fig fig NOUN fis-3408 121 44 . . PUNCT fis-3408 122 1 7 7 X fis-3408 122 2 . . X fis-3408 122 3 figure figure NOUN fis-3408 122 4 7 7 NUM fis-3408 122 5 : : PUNCT fis-3408 122 6 strength strength NOUN fis-3408 122 7 of of ADP fis-3408 122 8 cracked crack VERB fis-3408 122 9 condition condition NOUN fis-3408 122 10 . . PUNCT fis-3408 123 1 the the DET fis-3408 123 2 numerical numerical ADJ fis-3408 123 3 model model NOUN fis-3408 123 4 was be AUX fis-3408 123 5 validated validate VERB fis-3408 123 6 by by ADP fis-3408 123 7 comparing compare VERB fis-3408 123 8 the the DET fis-3408 123 9 obtained obtain VERB fis-3408 123 10 numerical numerical ADJ fis-3408 123 11 results result NOUN fis-3408 123 12 for for ADP fis-3408 123 13 the the DET fis-3408 123 14 control control NOUN fis-3408 123 15 beam beam NOUN fis-3408 123 16 with with ADP fis-3408 123 17 the the DET fis-3408 123 18 experimental experimental ADJ fis-3408 123 19 data datum NOUN fis-3408 123 20 found find VERB fis-3408 123 21 in in ADP fis-3408 123 22 [ [ X fis-3408 123 23 17 17 NUM fis-3408 123 24 ] ] PUNCT fis-3408 123 25 . . PUNCT fis-3408 124 1 while while SCONJ fis-3408 124 2 sensitivity sensitivity NOUN fis-3408 124 3 analysis analysis NOUN fis-3408 124 4 was be AUX fis-3408 124 5 done do VERB fis-3408 124 6 by by ADP fis-3408 124 7 studying study VERB fis-3408 124 8 the the DET fis-3408 124 9 element element ADJ fis-3408 124 10 size size NOUN fis-3408 124 11 effect effect NOUN fis-3408 124 12 20 20 NUM fis-3408 124 13 , , PUNCT fis-3408 124 14 30 30 NUM fis-3408 124 15 , , PUNCT fis-3408 124 16 and and CCONJ fis-3408 124 17 40 40 NUM fis-3408 124 18 mm mm NOUN fis-3408 124 19 on on ADP fis-3408 124 20 the the DET fis-3408 124 21 steel steel NOUN fis-3408 124 22 stress stress NOUN fis-3408 124 23 results result NOUN fis-3408 124 24 at at ADP fis-3408 124 25 40 40 NUM fis-3408 124 26 kn kn PROPN fis-3408 124 27 . . PUNCT fis-3408 125 1 the the DET fis-3408 125 2 results result NOUN fis-3408 125 3 in in ADP fis-3408 125 4 fig fig NOUN fis-3408 125 5 . . PUNCT fis-3408 126 1 8.a 8.a NUM fis-3408 126 2 and and CCONJ fis-3408 126 3 fig fig NOUN fis-3408 126 4 . . PUNCT fis-3408 127 1 8.b 8.b NUM fis-3408 127 2 show show VERB fis-3408 127 3 that that SCONJ fis-3408 127 4 the the DET fis-3408 127 5 developed develop VERB fis-3408 127 6 numerical numerical ADJ fis-3408 127 7 model model NOUN fis-3408 127 8 is be AUX fis-3408 127 9 acceptable acceptable ADJ fis-3408 127 10 for for ADP fis-3408 127 11 simulating simulate VERB fis-3408 127 12 the the DET fis-3408 127 13 problem problem NOUN fis-3408 127 14 and and CCONJ fis-3408 127 15 the the DET fis-3408 127 16 mesh mesh NOUN fis-3408 127 17 element element NOUN fis-3408 127 18 sizes size NOUN fis-3408 127 19 20 20 NUM fis-3408 127 20 , , PUNCT fis-3408 127 21 30 30 NUM fis-3408 127 22 , , PUNCT fis-3408 127 23 and and CCONJ fis-3408 127 24 40 40 NUM fis-3408 127 25 mm mm NOUN fis-3408 127 26 have have VERB fis-3408 127 27 the the DET fis-3408 127 28 same same ADJ fis-3408 127 29 results result NOUN fis-3408 127 30 , , PUNCT fis-3408 127 31 therefore therefore ADV fis-3408 127 32 , , PUNCT fis-3408 127 33 25 25 NUM fis-3408 127 34 mm mm NOUN fis-3408 127 35 element element NOUN fis-3408 127 36 size size NOUN fis-3408 127 37 was be AUX fis-3408 127 38 selected select VERB fis-3408 127 39 to to PART fis-3408 127 40 model model VERB fis-3408 127 41 all all DET fis-3408 127 42 beams beam NOUN fis-3408 127 43 . . PUNCT fis-3408 128 1 a a DET fis-3408 128 2 ) ) PUNCT fis-3408 128 3 element element NOUN fis-3408 128 4 mesh mesh NOUN fis-3408 128 5 size size NOUN fis-3408 128 6 sensitivity sensitivity NOUN fis-3408 128 7 . . PUNCT fis-3408 129 1 b b X fis-3408 129 2 ) ) PUNCT fis-3408 129 3 numerical numerical ADJ fis-3408 129 4 validation validation NOUN fis-3408 129 5 . . PUNCT fis-3408 130 1 figure figure NOUN fis-3408 130 2 8 8 NUM fis-3408 130 3 : : PUNCT fis-3408 130 4 results result VERB fis-3408 130 5 validation validation NOUN fis-3408 130 6 ; ; PUNCT fis-3408 130 7 a a DET fis-3408 130 8 ) ) PUNCT fis-3408 130 9 element element NOUN fis-3408 130 10 mesh mesh NOUN fis-3408 130 11 size size NOUN fis-3408 130 12 sensitivity sensitivity NOUN fis-3408 130 13 , , PUNCT fis-3408 130 14 b b NOUN fis-3408 130 15 ) ) PUNCT fis-3408 130 16 numerical numerical ADJ fis-3408 130 17 validation validation NOUN fis-3408 130 18 . . PUNCT fis-3408 131 1 a.-a a.-a PROPN fis-3408 131 2 . . PUNCT fis-3408 131 3 a. a. NOUN fis-3408 131 4 a. a. PROPN fis-3408 131 5 graf graf PROPN fis-3408 131 6 et et PROPN fis-3408 131 7 al al PROPN fis-3408 131 8 . . PROPN fis-3408 131 9 , , PUNCT fis-3408 131 10 frattura frattura PROPN fis-3408 131 11 ed ed PROPN fis-3408 131 12 integrità integrità PROPN fis-3408 131 13 strutturale strutturale PROPN fis-3408 131 14 , , PUNCT fis-3408 131 15 60 60 NUM fis-3408 131 16 ( ( PUNCT fis-3408 131 17 2022 2022 NUM fis-3408 131 18 ) ) PUNCT fis-3408 131 19 310 310 NUM fis-3408 131 20 - - SYM fis-3408 131 21 330 330 NUM fis-3408 131 22 ; ; PUNCT fis-3408 131 23 doi doi NOUN fis-3408 131 24 : : PUNCT fis-3408 131 25 10.3221 10.3221 NUM fis-3408 131 26 / / SYM fis-3408 131 27 igf igf PROPN fis-3408 131 28 - - ADJ fis-3408 131 29 esis.60.22 esis.60.22 ADJ fis-3408 131 30 317 317 NUM fis-3408 131 31 the the DET fis-3408 131 32 geometry geometry NOUN fis-3408 131 33 of of ADP fis-3408 131 34 the the DET fis-3408 131 35 experimental experimental ADJ fis-3408 131 36 specimens specimen NOUN fis-3408 131 37 was be AUX fis-3408 131 38 idealized idealize VERB fis-3408 131 39 and and CCONJ fis-3408 131 40 simulated simulate VERB fis-3408 131 41 numerically numerically ADV fis-3408 131 42 with with ADP fis-3408 131 43 the the DET fis-3408 131 44 strengthening strengthen VERB fis-3408 131 45 techniques technique NOUN fis-3408 131 46 as as SCONJ fis-3408 131 47 shown show VERB fis-3408 131 48 in in ADP fis-3408 131 49 fig fig NOUN fis-3408 131 50 . . PUNCT fis-3408 132 1 9 9 X fis-3408 132 2 . . X fis-3408 132 3 ( ( PUNCT fis-3408 132 4 a a X fis-3408 132 5 ) ) PUNCT fis-3408 132 6 control control NOUN fis-3408 132 7 beam beam NOUN fis-3408 132 8 . . PUNCT fis-3408 133 1 ( ( PUNCT fis-3408 133 2 b b X fis-3408 133 3 ) ) PUNCT fis-3408 133 4 cfrps cfrps NOUN fis-3408 133 5 technique technique NOUN fis-3408 133 6 . . PUNCT fis-3408 134 1 ( ( PUNCT fis-3408 134 2 c c X fis-3408 134 3 ) ) PUNCT fis-3408 134 4 steel steel NOUN fis-3408 134 5 fiber fiber NOUN fis-3408 134 6 technique technique NOUN fis-3408 134 7 . . PUNCT fis-3408 135 1 figure figure NOUN fis-3408 135 2 9 9 NUM fis-3408 135 3 : : PUNCT fis-3408 135 4 finite finite PROPN fis-3408 135 5 element element NOUN fis-3408 135 6 modeling modeling NOUN fis-3408 135 7 ; ; PUNCT fis-3408 135 8 ( ( PUNCT fis-3408 135 9 a a X fis-3408 135 10 ) ) PUNCT fis-3408 135 11 control control NOUN fis-3408 135 12 beam beam NOUN fis-3408 135 13 , , PUNCT fis-3408 135 14 ( ( PUNCT fis-3408 135 15 b b X fis-3408 135 16 ) ) PUNCT fis-3408 135 17 cfrps cfrps NOUN fis-3408 135 18 technique technique NOUN fis-3408 135 19 , , PUNCT fis-3408 135 20 and and CCONJ fis-3408 135 21 ( ( PUNCT fis-3408 135 22 c c X fis-3408 135 23 ) ) PUNCT fis-3408 135 24 steel steel NOUN fis-3408 135 25 fiber fiber NOUN fis-3408 135 26 technique technique NOUN fis-3408 135 27 . . PUNCT fis-3408 136 1 results result NOUN fis-3408 136 2 and and CCONJ fis-3408 136 3 discussion discussion NOUN fis-3408 136 4 he he PRON fis-3408 136 5 experimental experimental ADJ fis-3408 136 6 and and CCONJ fis-3408 136 7 numerical numerical ADJ fis-3408 136 8 results result NOUN fis-3408 136 9 of of ADP fis-3408 136 10 the the DET fis-3408 136 11 strengthened strengthen VERB fis-3408 136 12 high high ADJ fis-3408 136 13 strength strength NOUN fis-3408 136 14 concrete concrete ADJ fis-3408 136 15 beams beam NOUN fis-3408 136 16 ( ( PUNCT fis-3408 136 17 hscb hscb NOUN fis-3408 136 18 ) ) PUNCT fis-3408 136 19 were be AUX fis-3408 136 20 compared compare VERB fis-3408 136 21 with with ADP fis-3408 136 22 the the DET fis-3408 136 23 control control NOUN fis-3408 136 24 beams beam NOUN fis-3408 136 25 results result NOUN fis-3408 136 26 . . PUNCT fis-3408 137 1 the the DET fis-3408 137 2 comparison comparison NOUN fis-3408 137 3 includes include VERB fis-3408 137 4 the the DET fis-3408 137 5 yield yield NOUN fis-3408 137 6 load load NOUN fis-3408 137 7 , , PUNCT fis-3408 137 8 deflection deflection NOUN fis-3408 137 9 , , PUNCT fis-3408 137 10 ultimate ultimate ADJ fis-3408 137 11 load load NOUN fis-3408 137 12 , , PUNCT fis-3408 137 13 deflection deflection NOUN fis-3408 137 14 , , PUNCT fis-3408 137 15 ductility ductility NOUN fis-3408 137 16 index index NOUN fis-3408 137 17 , , PUNCT fis-3408 137 18 and and CCONJ fis-3408 137 19 failure failure NOUN fis-3408 137 20 mode mode NOUN fis-3408 137 21 . . PUNCT fis-3408 138 1 experimental experimental ADJ fis-3408 138 2 results result NOUN fis-3408 138 3 tab tab PROPN fis-3408 138 4 . . PUNCT fis-3408 139 1 4 4 NUM fis-3408 139 2 , , PUNCT fis-3408 139 3 shows show VERB fis-3408 139 4 the the DET fis-3408 139 5 comparison comparison NOUN fis-3408 139 6 between between ADP fis-3408 139 7 the the DET fis-3408 139 8 experimental experimental ADJ fis-3408 139 9 results result NOUN fis-3408 139 10 for for ADP fis-3408 139 11 control control NOUN fis-3408 139 12 , , PUNCT fis-3408 139 13 c c X fis-3408 139 14 , , PUNCT fis-3408 139 15 carbon carbon NOUN fis-3408 139 16 fiber fiber NOUN fis-3408 139 17 reinforced reinforce VERB fis-3408 139 18 polymers polymer NOUN fis-3408 139 19 , , PUNCT fis-3408 139 20 cf cf NOUN fis-3408 139 21 , , PUNCT fis-3408 139 22 and and CCONJ fis-3408 139 23 steel steel NOUN fis-3408 139 24 fiber fiber NOUN fis-3408 139 25 reinforced reinforce VERB fis-3408 139 26 concrete concrete NOUN fis-3408 139 27 , , PUNCT fis-3408 139 28 sf sf PROPN fis-3408 139 29 , , PUNCT fis-3408 139 30 beams beam NOUN fis-3408 139 31 at at ADP fis-3408 139 32 four four NUM fis-3408 139 33 steel steel NOUN fis-3408 139 34 reinforcement reinforcement NOUN fis-3408 139 35 ratios ratio NOUN fis-3408 139 36 min min PROPN fis-3408 139 37 , , PUNCT fis-3408 139 38 avg avg PROPN fis-3408 139 39 , , PUNCT fis-3408 139 40 max max PROPN fis-3408 139 41 , , PUNCT fis-3408 139 42 and and CCONJ fis-3408 140 1 max max PROPN fis-3408 140 2 . . PUNCT fis-3408 140 3 fig fig NOUN fis-3408 140 4 . . PUNCT fis-3408 141 1 10 10 NUM fis-3408 141 2 shows show VERB fis-3408 141 3 the the DET fis-3408 141 4 experimental experimental ADJ fis-3408 141 5 relationship relationship NOUN fis-3408 141 6 between between ADP fis-3408 141 7 the the DET fis-3408 141 8 applied apply VERB fis-3408 141 9 load load NOUN fis-3408 141 10 and and CCONJ fis-3408 141 11 mid mid ADJ fis-3408 141 12 - - ADJ fis-3408 141 13 span span NOUN fis-3408 141 14 deflection deflection NOUN fis-3408 141 15 for for ADP fis-3408 141 16 control control NOUN fis-3408 141 17 beam beam NOUN fis-3408 141 18 , , PUNCT fis-3408 141 19 c1 c1 NOUN fis-3408 141 20 , , PUNCT fis-3408 141 21 cfrps cfrps PROPN fis-3408 141 22 , , PUNCT fis-3408 141 23 cf1 cf1 PROPN fis-3408 141 24 , , PUNCT fis-3408 141 25 and and CCONJ fis-3408 141 26 steel steel NOUN fis-3408 141 27 fiber fiber NOUN fis-3408 141 28 , , PUNCT fis-3408 141 29 sf1 sf1 PROPN fis-3408 141 30 , , PUNCT fis-3408 141 31 techniques technique NOUN fis-3408 141 32 at at ADP fis-3408 141 33 steel steel NOUN fis-3408 141 34 reinforcement reinforcement NOUN fis-3408 141 35 ratio ratio NOUN fis-3408 141 36 equals equal VERB fis-3408 141 37 min min PROPN fis-3408 141 38 . . PUNCT fis-3408 142 1 the the DET fis-3408 142 2 results result NOUN fis-3408 142 3 indicated indicate VERB fis-3408 142 4 that that SCONJ fis-3408 142 5 there there PRON fis-3408 142 6 is be VERB fis-3408 142 7 a a DET fis-3408 142 8 linear linear ADJ fis-3408 142 9 behavior behavior NOUN fis-3408 142 10 up up ADP fis-3408 142 11 to to ADP fis-3408 142 12 the the DET fis-3408 142 13 first first ADJ fis-3408 142 14 cracking cracking NOUN fis-3408 142 15 load load NOUN fis-3408 142 16 . . PUNCT fis-3408 143 1 the the DET fis-3408 143 2 values value NOUN fis-3408 143 3 of of ADP fis-3408 143 4 the the DET fis-3408 143 5 first first ADJ fis-3408 143 6 cracking cracking NOUN fis-3408 143 7 load load NOUN fis-3408 143 8 were be AUX fis-3408 143 9 recorded record VERB fis-3408 143 10 to to PART fis-3408 143 11 equal equal VERB fis-3408 143 12 48.13 48.13 NUM fis-3408 143 13 , , PUNCT fis-3408 143 14 57.89 57.89 NUM fis-3408 143 15 and and CCONJ fis-3408 143 16 100.3 100.3 NUM fis-3408 143 17 kn kn PROPN fis-3408 143 18 for for ADP fis-3408 143 19 c1 c1 PROPN fis-3408 143 20 , , PUNCT fis-3408 143 21 cf1 cf1 NOUN fis-3408 143 22 and and CCONJ fis-3408 143 23 sf1 sf1 PROPN fis-3408 143 24 respectively respectively ADV fis-3408 143 25 . . PUNCT fis-3408 144 1 these these DET fis-3408 144 2 results result NOUN fis-3408 144 3 approved approve VERB fis-3408 144 4 the the DET fis-3408 144 5 positive positive ADJ fis-3408 144 6 effect effect NOUN fis-3408 144 7 of of ADP fis-3408 144 8 the the DET fis-3408 144 9 used use VERB fis-3408 144 10 confinement confinement NOUN fis-3408 144 11 techniques technique NOUN fis-3408 144 12 especially especially ADV fis-3408 144 13 for for ADP fis-3408 144 14 the the DET fis-3408 144 15 steel steel NOUN fis-3408 144 16 fiber fiber NOUN fis-3408 144 17 reinforced reinforce VERB fis-3408 144 18 confinement confinement NOUN fis-3408 144 19 technique technique NOUN fis-3408 144 20 ; ; PUNCT fis-3408 144 21 where where SCONJ fis-3408 144 22 the the DET fis-3408 144 23 cracking cracking NOUN fis-3408 144 24 load load NOUN fis-3408 144 25 value value NOUN fis-3408 144 26 was be AUX fis-3408 144 27 increased increase VERB fis-3408 144 28 from from ADP fis-3408 144 29 48.13 48.13 NUM fis-3408 144 30 kn kn PROPN fis-3408 144 31 for for ADP fis-3408 144 32 c1 c1 PROPN fis-3408 144 33 to to PART fis-3408 144 34 reach reach VERB fis-3408 144 35 100.3 100.3 NUM fis-3408 144 36 kn kn NOUN fis-3408 144 37 for for ADP fis-3408 144 38 sf1 sf1 PROPN fis-3408 144 39 with with ADP fis-3408 144 40 an an DET fis-3408 144 41 increasing increase VERB fis-3408 144 42 percent percent NOUN fis-3408 144 43 of of ADP fis-3408 144 44 about about ADV fis-3408 144 45 108.4 108.4 NUM fis-3408 144 46 % % NOUN fis-3408 144 47 . . PUNCT fis-3408 145 1 this this DET fis-3408 145 2 finding finding NOUN fis-3408 145 3 may may AUX fis-3408 145 4 be be AUX fis-3408 145 5 due due ADJ fis-3408 145 6 to to ADP fis-3408 145 7 enhancing enhance VERB fis-3408 145 8 compression compression NOUN fis-3408 145 9 resistance resistance NOUN fis-3408 145 10 of of ADP fis-3408 145 11 the the DET fis-3408 145 12 upper upper ADJ fis-3408 145 13 part part NOUN fis-3408 145 14 of of ADP fis-3408 145 15 the the DET fis-3408 145 16 beam beam NOUN fis-3408 145 17 section section NOUN fis-3408 145 18 as as ADP fis-3408 145 19 a a DET fis-3408 145 20 result result NOUN fis-3408 145 21 of of ADP fis-3408 145 22 confinement confinement ADJ fis-3408 145 23 techniques technique NOUN fis-3408 145 24 . . PUNCT fis-3408 146 1 after after ADP fis-3408 146 2 that that PRON fis-3408 146 3 , , PUNCT fis-3408 146 4 the the DET fis-3408 146 5 load load NOUN fis-3408 146 6 - - PUNCT fis-3408 146 7 deflection deflection NOUN fis-3408 146 8 curve curve NOUN fis-3408 146 9 exhibits exhibit VERB fis-3408 146 10 non non ADJ fis-3408 146 11 - - ADJ fis-3408 146 12 linear linear ADJ fis-3408 146 13 behavior behavior NOUN fis-3408 146 14 until until SCONJ fis-3408 146 15 it it PRON fis-3408 146 16 reaches reach VERB fis-3408 146 17 the the DET fis-3408 146 18 maximum maximum ADJ fis-3408 146 19 point point NOUN fis-3408 146 20 of of ADP fis-3408 146 21 load load NOUN fis-3408 146 22 and and CCONJ fis-3408 146 23 deflection deflection NOUN fis-3408 146 24 . . PUNCT fis-3408 147 1 t t PROPN fis-3408 147 2 a.-a a.-a PROPN fis-3408 147 3 . . PUNCT fis-3408 148 1 a. a. NOUN fis-3408 148 2 a. a. PROPN fis-3408 148 3 graf graf PROPN fis-3408 148 4 et et PROPN fis-3408 148 5 al al PROPN fis-3408 148 6 . . PROPN fis-3408 148 7 , , PUNCT fis-3408 148 8 frattura frattura PROPN fis-3408 148 9 ed ed PROPN fis-3408 148 10 integrità integrità PROPN fis-3408 148 11 strutturale strutturale PROPN fis-3408 148 12 , , PUNCT fis-3408 148 13 60 60 NUM fis-3408 148 14 ( ( PUNCT fis-3408 148 15 2022 2022 NUM fis-3408 148 16 ) ) PUNCT fis-3408 148 17 310 310 NUM fis-3408 148 18 - - SYM fis-3408 148 19 330 330 NUM fis-3408 148 20 ; ; PUNCT fis-3408 148 21 doi doi NOUN fis-3408 148 22 : : PUNCT fis-3408 148 23 10.3221 10.3221 NUM fis-3408 148 24 / / SYM fis-3408 148 25 igf igf PROPN fis-3408 148 26 - - ADJ fis-3408 148 27 esis.60.22 esis.60.22 ADJ fis-3408 148 28 318 318 NUM fis-3408 148 29 similar similar ADJ fis-3408 148 30 behavior behavior NOUN fis-3408 148 31 was be AUX fis-3408 148 32 reported report VERB fis-3408 148 33 for for ADP fis-3408 148 34 the the DET fis-3408 148 35 values value NOUN fis-3408 148 36 of of ADP fis-3408 148 37 ultimate ultimate ADJ fis-3408 148 38 load load NOUN fis-3408 148 39 , , PUNCT fis-3408 148 40 pu pu PROPN fis-3408 148 41 for for ADP fis-3408 148 42 the the DET fis-3408 148 43 tested test VERB fis-3408 148 44 beams beam NOUN fis-3408 148 45 . . PUNCT fis-3408 149 1 the the DET fis-3408 149 2 results result NOUN fis-3408 149 3 show show VERB fis-3408 149 4 that that SCONJ fis-3408 149 5 the the DET fis-3408 149 6 strengthening strengthening NOUN fis-3408 149 7 techniques technique NOUN fis-3408 149 8 can can AUX fis-3408 149 9 increase increase VERB fis-3408 149 10 the the DET fis-3408 149 11 ultimate ultimate ADJ fis-3408 149 12 load load NOUN fis-3408 149 13 by by ADP fis-3408 149 14 about about ADV fis-3408 149 15 23.80 23.80 NUM fis-3408 149 16 and and CCONJ fis-3408 149 17 52.73 52.73 NUM fis-3408 149 18 % % NOUN fis-3408 149 19 for for ADP fis-3408 149 20 cf1 cf1 NOUN fis-3408 149 21 and and CCONJ fis-3408 149 22 sf1 sf1 PROPN fis-3408 149 23 respectively respectively ADV fis-3408 149 24 . . PUNCT fis-3408 150 1 moreover moreover ADV fis-3408 150 2 , , PUNCT fis-3408 150 3 for for ADP fis-3408 150 4 the the DET fis-3408 150 5 cfrp cfrp PROPN fis-3408 150 6 confinement confinement NOUN fis-3408 150 7 technique technique NOUN fis-3408 150 8 the the DET fis-3408 150 9 values value NOUN fis-3408 150 10 of of ADP fis-3408 150 11 cracking crack VERB fis-3408 150 12 deflection deflection NOUN fis-3408 150 13 , , PUNCT fis-3408 150 14 cr cr NOUN fis-3408 150 15 , , PUNCT fis-3408 150 16 and and CCONJ fis-3408 150 17 maximum maximum ADJ fis-3408 150 18 deflection deflection NOUN fis-3408 150 19 , , PUNCT fis-3408 150 20 u u NOUN fis-3408 150 21 , , PUNCT fis-3408 150 22 were be AUX fis-3408 150 23 decreased decrease VERB fis-3408 150 24 as as SCONJ fis-3408 150 25 compared compare VERB fis-3408 150 26 to to ADP fis-3408 150 27 the the DET fis-3408 150 28 corresponding correspond VERB fis-3408 150 29 values value NOUN fis-3408 150 30 control control PROPN fis-3408 150 31 beam beam PROPN fis-3408 150 32 , , PUNCT fis-3408 150 33 c1 c1 PROPN fis-3408 150 34 . . PUNCT fis-3408 151 1 on on ADP fis-3408 151 2 the the DET fis-3408 151 3 other other ADJ fis-3408 151 4 hand hand NOUN fis-3408 151 5 , , PUNCT fis-3408 151 6 for for ADP fis-3408 151 7 steel steel NOUN fis-3408 151 8 fiber fiber NOUN fis-3408 151 9 confinement confinement NOUN fis-3408 151 10 technique technique NOUN fis-3408 151 11 , , PUNCT fis-3408 151 12 the the DET fis-3408 151 13 values value NOUN fis-3408 151 14 of of ADP fis-3408 151 15 cracking crack VERB fis-3408 151 16 deflection deflection NOUN fis-3408 151 17 , , PUNCT fis-3408 151 18 cr cr NOUN fis-3408 151 19 , , PUNCT fis-3408 151 20 and and CCONJ fis-3408 151 21 maximum maximum ADJ fis-3408 151 22 deflection deflection NOUN fis-3408 151 23 , , PUNCT fis-3408 151 24 u u NOUN fis-3408 151 25 , , PUNCT fis-3408 151 26 were be AUX fis-3408 151 27 increased increase VERB fis-3408 151 28 as as ADP fis-3408 151 29 compared compare VERB fis-3408 151 30 to to ADP fis-3408 151 31 the the DET fis-3408 151 32 corresponding correspond VERB fis-3408 151 33 values value NOUN fis-3408 151 34 control control PROPN fis-3408 151 35 beam beam PROPN fis-3408 151 36 , , PUNCT fis-3408 151 37 c1 c1 PROPN fis-3408 151 38 . . PUNCT fis-3408 152 1 the the DET fis-3408 152 2 obtained obtain VERB fis-3408 152 3 results result NOUN fis-3408 152 4 were be AUX fis-3408 152 5 approved approve VERB fis-3408 152 6 a a DET fis-3408 152 7 highly highly ADV fis-3408 152 8 efficient efficient ADJ fis-3408 152 9 technique technique NOUN fis-3408 152 10 for for ADP fis-3408 152 11 steel steel NOUN fis-3408 152 12 fiber fiber NOUN fis-3408 152 13 confinement confinement NOUN fis-3408 152 14 in in ADP fis-3408 152 15 increasing increase VERB fis-3408 152 16 of of ADP fis-3408 152 17 ductility ductility NOUN fis-3408 152 18 and and CCONJ fis-3408 152 19 strength strength NOUN fis-3408 152 20 of of ADP fis-3408 152 21 rc rc PROPN fis-3408 152 22 beams beam NOUN fis-3408 152 23 reinforced reinforce VERB fis-3408 152 24 with with ADP fis-3408 152 25 min min PROPN fis-3408 152 26 . . PUNCT fis-3408 153 1 beam beam PROPN fis-3408 153 2 code code PROPN fis-3408 153 3 pcr pcr PROPN fis-3408 153 4 ( ( PUNCT fis-3408 153 5 kn kn PROPN fis-3408 153 6 ) ) PUNCT fis-3408 153 7 cr cr NOUN fis-3408 153 8 ( ( PUNCT fis-3408 153 9 mm mm NOUN fis-3408 153 10 ) ) PUNCT fis-3408 153 11 pu pu PROPN fis-3408 153 12 ( ( PUNCT fis-3408 153 13 kn kn PROPN fis-3408 153 14 ) ) PUNCT fis-3408 153 15 u u NOUN fis-3408 153 16 ( ( PUNCT fis-3408 153 17 mm) mm) NUM fis-3408 153 18 μ μ NOUN fis-3408 153 19 failure failure NOUN fis-3408 153 20 mode mode NOUN fis-3408 153 21 c1 c1 NOUN fis-3408 153 22 48.13 48.13 NUM fis-3408 153 23 3.43 3.43 NUM fis-3408 153 24 89.70 89.70 NUM fis-3408 153 25 76.18 76.18 NUM fis-3408 153 26 22.21 22.21 NUM fis-3408 153 27 cc cc PROPN fis-3408 153 28 c2 c2 PROPN fis-3408 153 29 255 255 NUM fis-3408 153 30 15 15 NUM fis-3408 153 31 257.75 257.75 NUM fis-3408 153 32 17.90 17.90 NUM fis-3408 153 33 1.193 1.193 NUM fis-3408 153 34 sf sf NOUN fis-3408 153 35 c3 c3 PROPN fis-3408 153 36 324 324 NUM fis-3408 153 37 18 18 NUM fis-3408 153 38 324.54 324.54 NUM fis-3408 153 39 21.00 21.00 NUM fis-3408 153 40 1.16 1.16 NUM fis-3408 153 41 sf sf PROPN fis-3408 153 42 c4 c4 NOUN fis-3408 153 43 313.66 313.66 NUM fis-3408 153 44 17.53 17.53 NUM fis-3408 153 45 315.66 315.66 NUM fis-3408 153 46 23.00 23.00 NUM fis-3408 153 47 1.31 1.31 NUM fis-3408 153 48 sf sf NOUN fis-3408 153 49 cf1 cf1 VERB fis-3408 153 50 57.89 57.89 NUM fis-3408 153 51 3.09 3.09 NUM fis-3408 153 52 111.05 111.05 NUM fis-3408 153 53 44.05 44.05 NUM fis-3408 153 54 14.26 14.26 NUM fis-3408 153 55 cc cc NOUN fis-3408 154 1 cf2 cf2 VERB fis-3408 154 2 257 257 NUM fis-3408 154 3 17 17 NUM fis-3408 154 4 258.42 258.42 NUM fis-3408 154 5 20.38 20.38 NUM fis-3408 154 6 1.198 1.198 NUM fis-3408 154 7 sf sf NOUN fis-3408 154 8 cf3 cf3 PROPN fis-3408 154 9 347 347 NUM fis-3408 154 10 18 18 NUM fis-3408 154 11 347.81 347.81 NUM fis-3408 154 12 19.91 19.91 NUM fis-3408 154 13 1.106 1.106 NUM fis-3408 154 14 sf sf NOUN fis-3408 155 1 cf4 cf4 VERB fis-3408 155 2 346 346 NUM fis-3408 155 3 22 22 NUM fis-3408 155 4 346.18 346.18 NUM fis-3408 155 5 28.47 28.47 NUM fis-3408 155 6 1.294 1.294 NUM fis-3408 155 7 sf sf PROPN fis-3408 155 8 sf1 sf1 PROPN fis-3408 155 9 100.30 100.30 NUM fis-3408 155 10 7.96 7.96 NUM fis-3408 155 11 137.00 137.00 NUM fis-3408 155 12 82.04 82.04 NUM fis-3408 155 13 10.31 10.31 NUM fis-3408 155 14 cc cc ADP fis-3408 155 15 sf2 sf2 PROPN fis-3408 155 16 297.42 297.42 NUM fis-3408 155 17 16.07 16.07 NUM fis-3408 155 18 338.46 338.46 NUM fis-3408 155 19 47.32 47.32 NUM fis-3408 155 20 2.94 2.94 NUM fis-3408 155 21 cc cc NOUN fis-3408 155 22 sf3 sf3 PROPN fis-3408 155 23 451.88 451.88 NUM fis-3408 155 24 22.35 22.35 NUM fis-3408 155 25 482.28 482.28 NUM fis-3408 155 26 56.70 56.70 NUM fis-3408 155 27 2.54 2.54 NUM fis-3408 155 28 sf sf PROPN fis-3408 155 29 sf4 sf4 PROPN fis-3408 155 30 500 500 NUM fis-3408 155 31 27 27 NUM fis-3408 155 32 516.99 516.99 NUM fis-3408 155 33 30.11 30.11 NUM fis-3408 155 34 1.115 1.115 NUM fis-3408 155 35 sf sf PROPN fis-3408 155 36 table table NOUN fis-3408 155 37 4 4 NUM fis-3408 155 38 : : PUNCT fis-3408 155 39 experimental experimental ADJ fis-3408 155 40 results result NOUN fis-3408 155 41 and and CCONJ fis-3408 155 42 failure failure NOUN fis-3408 155 43 modes mode NOUN fis-3408 155 44 of of ADP fis-3408 155 45 the the DET fis-3408 155 46 tested test VERB fis-3408 155 47 specimens specimen NOUN fis-3408 155 48 ( ( PUNCT fis-3408 155 49 where where SCONJ fis-3408 155 50 , , PUNCT fis-3408 155 51 pcr pcr PROPN fis-3408 155 52 = = SYM fis-3408 155 53 first first ADJ fis-3408 155 54 crack crack NOUN fis-3408 155 55 load load NOUN fis-3408 155 56 , , PUNCT fis-3408 155 57 δcr δcr NOUN fis-3408 155 58 = = SYM fis-3408 155 59 first first ADJ fis-3408 155 60 crack crack VERB fis-3408 155 61 deflection deflection NOUN fis-3408 155 62 , , PUNCT fis-3408 155 63 pu pu PROPN fis-3408 155 64 = = PUNCT fis-3408 155 65 ultimate ultimate ADJ fis-3408 155 66 load load NOUN fis-3408 155 67 , , PUNCT fis-3408 155 68 δu δu ADP fis-3408 155 69 = = PUNCT fis-3408 155 70 maximum maximum NOUN fis-3408 155 71 deflection deflection NOUN fis-3408 155 72 , , PUNCT fis-3408 155 73 μ μ NOUN fis-3408 155 74 = = SYM fis-3408 155 75 ductility ductility NOUN fis-3408 155 76 index index NOUN fis-3408 155 77 , , PUNCT fis-3408 155 78 cc cc NOUN fis-3408 155 79 = = SYM fis-3408 155 80 concrete concrete ADJ fis-3408 155 81 crushing crush VERB fis-3408 155 82 , , PUNCT fis-3408 155 83 and and CCONJ fis-3408 155 84 sf sf NOUN fis-3408 155 85 = = PUNCT fis-3408 155 86 shear shear NOUN fis-3408 155 87 failure failure NOUN fis-3408 155 88 . . PUNCT fis-3408 156 1 figs fig NOUN fis-3408 156 2 . . PUNCT fis-3408 157 1 11 11 NUM fis-3408 157 2 a a PRON fis-3408 157 3 , , PUNCT fis-3408 157 4 b b NOUN fis-3408 157 5 and and CCONJ fis-3408 157 6 c c PROPN fis-3408 157 7 show show VERB fis-3408 157 8 cracks crack NOUN fis-3408 157 9 pattern pattern NOUN fis-3408 157 10 and and CCONJ fis-3408 157 11 failure failure NOUN fis-3408 157 12 modes mode NOUN fis-3408 157 13 for for ADP fis-3408 157 14 beams beam NOUN fis-3408 157 15 c1 c1 PROPN fis-3408 157 16 , , PUNCT fis-3408 157 17 cf1 cf1 NOUN fis-3408 157 18 and and CCONJ fis-3408 157 19 sf1 sf1 PROPN fis-3408 157 20 respectively respectively ADV fis-3408 157 21 . . PUNCT fis-3408 158 1 all all DET fis-3408 158 2 beams beam NOUN fis-3408 158 3 failed fail VERB fis-3408 158 4 initially initially ADV fis-3408 158 5 due due ADP fis-3408 158 6 to to ADP fis-3408 158 7 tension tension NOUN fis-3408 158 8 cracks crack NOUN fis-3408 158 9 followed follow VERB fis-3408 158 10 by by ADP fis-3408 158 11 concrete concrete ADJ fis-3408 158 12 compression compression NOUN fis-3408 158 13 failure failure NOUN fis-3408 158 14 . . PUNCT fis-3408 159 1 the the DET fis-3408 159 2 cracks crack NOUN fis-3408 159 3 in in ADP fis-3408 159 4 beam beam PROPN fis-3408 159 5 c1 c1 PROPN fis-3408 159 6 seemed seem VERB fis-3408 159 7 to to PART fis-3408 159 8 be be AUX fis-3408 159 9 less less ADJ fis-3408 159 10 in in ADP fis-3408 159 11 number number NOUN fis-3408 159 12 and and CCONJ fis-3408 159 13 wider wide ADJ fis-3408 159 14 as as ADP fis-3408 159 15 compared compare VERB fis-3408 159 16 to to ADP fis-3408 159 17 other other ADJ fis-3408 159 18 beams beam NOUN fis-3408 159 19 . . PUNCT fis-3408 160 1 while while SCONJ fis-3408 160 2 cf1 cf1 PROPN fis-3408 160 3 beam beam NOUN fis-3408 160 4 showed show VERB fis-3408 160 5 a a DET fis-3408 160 6 debonding debonding NOUN fis-3408 160 7 failure failure NOUN fis-3408 160 8 of of ADP fis-3408 160 9 cfrp cfrp PROPN fis-3408 160 10 and and CCONJ fis-3408 160 11 sf1 sf1 PROPN fis-3408 160 12 beam beam NOUN fis-3408 160 13 showed show VERB fis-3408 160 14 more more ADJ fis-3408 160 15 in in ADP fis-3408 160 16 number number NOUN fis-3408 160 17 and and CCONJ fis-3408 160 18 narrow narrow ADJ fis-3408 160 19 cracks crack NOUN fis-3408 160 20 patterns pattern NOUN fis-3408 160 21 in in ADP fis-3408 160 22 tension tension NOUN fis-3408 160 23 zone zone NOUN fis-3408 160 24 as as SCONJ fis-3408 160 25 compared compare VERB fis-3408 160 26 to to ADP fis-3408 160 27 beam beam PROPN fis-3408 160 28 c1 c1 PROPN fis-3408 160 29 . . PUNCT fis-3408 161 1 figure figure NOUN fis-3408 161 2 10 10 NUM fis-3408 161 3 : : PUNCT fis-3408 161 4 experimental experimental ADJ fis-3408 161 5 load load NOUN fis-3408 161 6 - - PUNCT fis-3408 161 7 deflection deflection NOUN fis-3408 161 8 relationship relationship NOUN fis-3408 161 9 for for ADP fis-3408 161 10 c1 c1 PROPN fis-3408 161 11 , , PUNCT fis-3408 161 12 cf1 cf1 NOUN fis-3408 161 13 and and CCONJ fis-3408 161 14 sf1 sf1 PROPN fis-3408 161 15 techniques technique NOUN fis-3408 161 16 at at ADP fis-3408 161 17 min min PROPN fis-3408 161 18 . . PUNCT fis-3408 161 19 a.-a a.-a PROPN fis-3408 161 20 . . PUNCT fis-3408 162 1 a. a. NOUN fis-3408 162 2 a. a. PROPN fis-3408 162 3 graf graf PROPN fis-3408 162 4 et et PROPN fis-3408 162 5 al al PROPN fis-3408 162 6 . . PROPN fis-3408 162 7 , , PUNCT fis-3408 162 8 frattura frattura PROPN fis-3408 162 9 ed ed PROPN fis-3408 162 10 integrità integrità PROPN fis-3408 162 11 strutturale strutturale PROPN fis-3408 162 12 , , PUNCT fis-3408 162 13 60 60 NUM fis-3408 162 14 ( ( PUNCT fis-3408 162 15 2022 2022 NUM fis-3408 162 16 ) ) PUNCT fis-3408 162 17 310 310 NUM fis-3408 162 18 - - SYM fis-3408 162 19 330 330 NUM fis-3408 162 20 ; ; PUNCT fis-3408 162 21 doi doi NOUN fis-3408 162 22 : : PUNCT fis-3408 162 23 10.3221 10.3221 NUM fis-3408 162 24 / / SYM fis-3408 162 25 igf igf PROPN fis-3408 162 26 - - ADJ fis-3408 162 27 esis.60.22 esis.60.22 ADJ fis-3408 162 28 319 319 NUM fis-3408 162 29 cfrp cfrp NOUN fis-3408 162 30 de de X fis-3408 162 31 - - NOUN fis-3408 162 32 bonding bond VERB fis-3408 162 33 a a DET fis-3408 162 34 ) ) PUNCT fis-3408 162 35 control control NOUN fis-3408 162 36 beam beam NOUN fis-3408 162 37 , , PUNCT fis-3408 162 38 c1 c1 PROPN fis-3408 162 39 . . PUNCT fis-3408 163 1 b b X fis-3408 163 2 ) ) PUNCT fis-3408 163 3 carbon carbon NOUN fis-3408 163 4 fiber fiber NOUN fis-3408 163 5 reinforced reinforce VERB fis-3408 163 6 polymers polymer NOUN fis-3408 163 7 technique technique NOUN fis-3408 163 8 , , PUNCT fis-3408 163 9 cf1 cf1 NOUN fis-3408 163 10 . . PUNCT fis-3408 164 1 c c X fis-3408 164 2 ) ) PUNCT fis-3408 164 3 steel steel NOUN fis-3408 164 4 fiber fiber NOUN fis-3408 164 5 reinforced reinforce VERB fis-3408 164 6 concrete concrete ADJ fis-3408 164 7 technique technique NOUN fis-3408 164 8 , , PUNCT fis-3408 164 9 sf1 sf1 PROPN fis-3408 164 10 . . PROPN fis-3408 164 11 figure figure NOUN fis-3408 164 12 11 11 NUM fis-3408 164 13 : : PUNCT fis-3408 164 14 crack crack VERB fis-3408 164 15 patterns pattern NOUN fis-3408 164 16 at at ADP fis-3408 164 17 maximum maximum ADJ fis-3408 164 18 deflection deflection NOUN fis-3408 164 19 ; ; PUNCT fis-3408 164 20 a a X fis-3408 164 21 ) ) PUNCT fis-3408 164 22 control control NOUN fis-3408 164 23 beam beam NOUN fis-3408 164 24 ( ( PUNCT fis-3408 164 25 c1 c1 PROPN fis-3408 164 26 ) ) PUNCT fis-3408 164 27 , , PUNCT fis-3408 164 28 b b X fis-3408 164 29 ) ) PUNCT fis-3408 164 30 carbon carbon NOUN fis-3408 164 31 fiber fiber NOUN fis-3408 164 32 reinforced reinforce VERB fis-3408 164 33 polymers polymer NOUN fis-3408 164 34 technique technique NOUN fis-3408 164 35 ( ( PUNCT fis-3408 164 36 cf1 cf1 NOUN fis-3408 164 37 ) ) PUNCT fis-3408 164 38 , , PUNCT fis-3408 164 39 and and CCONJ fis-3408 164 40 c c X fis-3408 164 41 ) ) PUNCT fis-3408 164 42 steel steel NOUN fis-3408 164 43 fiber fiber NOUN fis-3408 164 44 reinforced reinforce VERB fis-3408 164 45 concrete concrete ADJ fis-3408 164 46 technique technique NOUN fis-3408 164 47 ( ( PUNCT fis-3408 164 48 sf1 sf1 PROPN fis-3408 164 49 ) ) PUNCT fis-3408 164 50 . . PUNCT fis-3408 165 1 figure figure NOUN fis-3408 165 2 12 12 NUM fis-3408 165 3 : : PUNCT fis-3408 165 4 experimental experimental ADJ fis-3408 165 5 load load NOUN fis-3408 165 6 - - PUNCT fis-3408 165 7 deflection deflection NOUN fis-3408 165 8 relationship relationship NOUN fis-3408 165 9 c2 c2 PROPN fis-3408 165 10 , , PUNCT fis-3408 165 11 cf2 cf2 VERB fis-3408 165 12 and and CCONJ fis-3408 165 13 sf2 sf2 PROPN fis-3408 165 14 techniques technique NOUN fis-3408 165 15 at at ADP fis-3408 165 16 avg avg PROPN fis-3408 165 17 . . PUNCT fis-3408 166 1 experimental experimental ADJ fis-3408 166 2 relationships relationship NOUN fis-3408 166 3 between between ADP fis-3408 166 4 load load NOUN fis-3408 166 5 and and CCONJ fis-3408 166 6 mid mid ADJ fis-3408 166 7 - - ADJ fis-3408 166 8 span span NOUN fis-3408 166 9 deflection deflection NOUN fis-3408 166 10 for for ADP fis-3408 166 11 c2 c2 PROPN fis-3408 166 12 , , PUNCT fis-3408 166 13 cf2 cf2 VERB fis-3408 166 14 and and CCONJ fis-3408 166 15 sf2 sf2 PROPN fis-3408 166 16 techniques technique NOUN fis-3408 166 17 at at ADP fis-3408 166 18 steel steel NOUN fis-3408 166 19 reinforcement reinforcement NOUN fis-3408 166 20 ratio ratio NOUN fis-3408 166 21 equal equal ADJ fis-3408 166 22 to to ADP fis-3408 166 23 avg avg PROPN fis-3408 166 24 . . PROPN fis-3408 166 25 are be AUX fis-3408 166 26 given give VERB fis-3408 166 27 in in ADP fis-3408 166 28 fig fig NOUN fis-3408 166 29 . . PUNCT fis-3408 167 1 12 12 NUM fis-3408 167 2 . . PUNCT fis-3408 168 1 beams beam NOUN fis-3408 168 2 c2 c2 PROPN fis-3408 168 3 and and CCONJ fis-3408 168 4 cf2 cf2 VERB fis-3408 168 5 showed show VERB fis-3408 168 6 typical typical ADJ fis-3408 168 7 linear linear ADJ fis-3408 168 8 behavior behavior NOUN fis-3408 168 9 of of ADP fis-3408 168 10 load load NOUN fis-3408 168 11 - - PUNCT fis-3408 168 12 deflection deflection NOUN fis-3408 168 13 response response NOUN fis-3408 168 14 with with ADP fis-3408 168 15 approximately approximately ADV fis-3408 168 16 absent absent ADJ fis-3408 168 17 of of ADP fis-3408 168 18 nonlinear nonlinear ADJ fis-3408 168 19 regime regime NOUN fis-3408 168 20 , , PUNCT fis-3408 168 21 the the DET fis-3408 168 22 maximum maximum ADJ fis-3408 168 23 loads load NOUN fis-3408 168 24 value value NOUN fis-3408 168 25 , , PUNCT fis-3408 168 26 pu pu PROPN fis-3408 168 27 , , PUNCT fis-3408 168 28 are be AUX fis-3408 168 29 257.75 257.75 NUM fis-3408 168 30 kn kn NOUN fis-3408 168 31 and and CCONJ fis-3408 168 32 258.42 258.42 NUM fis-3408 168 33 kn kn NOUN fis-3408 168 34 respectively respectively ADV fis-3408 168 35 . . PUNCT fis-3408 169 1 on on ADP fis-3408 169 2 the the DET fis-3408 169 3 other other ADJ fis-3408 169 4 hand hand NOUN fis-3408 169 5 , , PUNCT fis-3408 169 6 beam beam PROPN fis-3408 169 7 sf2 sf2 PROPN fis-3408 169 8 exhibited exhibit VERB fis-3408 169 9 a a DET fis-3408 169 10 linear linear ADJ fis-3408 169 11 and and CCONJ fis-3408 169 12 nonlinear nonlinear ADJ fis-3408 169 13 response response NOUN fis-3408 169 14 with with ADP fis-3408 169 15 pcr pcr PROPN fis-3408 169 16 and and CCONJ fis-3408 169 17 pu pu PROPN fis-3408 169 18 values value NOUN fis-3408 169 19 of of ADP fis-3408 169 20 297.42 297.42 NUM fis-3408 169 21 kn kn NOUN fis-3408 169 22 and and CCONJ fis-3408 169 23 338.46 338.46 NUM fis-3408 169 24 a.-a a.-a NOUN fis-3408 169 25 . . PUNCT fis-3408 170 1 a. a. NOUN fis-3408 170 2 a. a. PROPN fis-3408 170 3 graf graf PROPN fis-3408 170 4 et et PROPN fis-3408 170 5 al al PROPN fis-3408 170 6 . . PROPN fis-3408 170 7 , , PUNCT fis-3408 170 8 frattura frattura PROPN fis-3408 170 9 ed ed PROPN fis-3408 170 10 integrità integrità PROPN fis-3408 170 11 strutturale strutturale PROPN fis-3408 170 12 , , PUNCT fis-3408 170 13 60 60 NUM fis-3408 170 14 ( ( PUNCT fis-3408 170 15 2022 2022 NUM fis-3408 170 16 ) ) PUNCT fis-3408 170 17 310 310 NUM fis-3408 170 18 - - SYM fis-3408 170 19 330 330 NUM fis-3408 170 20 ; ; PUNCT fis-3408 170 21 doi doi NOUN fis-3408 170 22 : : PUNCT fis-3408 170 23 10.3221 10.3221 NUM fis-3408 170 24 / / SYM fis-3408 170 25 igf igf PROPN fis-3408 170 26 - - ADJ fis-3408 170 27 esis.60.22 esis.60.22 ADJ fis-3408 170 28 320 320 NUM fis-3408 170 29 shear shear NOUN fis-3408 170 30 cracks crack NOUN fis-3408 170 31 shear shear NOUN fis-3408 170 32 cracks crack NOUN fis-3408 170 33 kn kn PROPN fis-3408 170 34 respectively respectively ADV fis-3408 170 35 . . PUNCT fis-3408 171 1 the the DET fis-3408 171 2 results result NOUN fis-3408 171 3 , , PUNCT fis-3408 171 4 also also ADV fis-3408 171 5 , , PUNCT fis-3408 171 6 showed show VERB fis-3408 171 7 that that SCONJ fis-3408 171 8 the the DET fis-3408 171 9 strengthening strengthen VERB fis-3408 171 10 techniques technique NOUN fis-3408 171 11 increase increase VERB fis-3408 171 12 the the DET fis-3408 171 13 ultimate ultimate ADJ fis-3408 171 14 load load NOUN fis-3408 171 15 about about ADV fis-3408 171 16 0.26 0.26 NUM fis-3408 171 17 , , PUNCT fis-3408 171 18 and and CCONJ fis-3408 171 19 31.31 31.31 NUM fis-3408 171 20 % % NOUN fis-3408 171 21 for for ADP fis-3408 171 22 cf2 cf2 NOUN fis-3408 171 23 and and CCONJ fis-3408 171 24 sf2 sf2 PROPN fis-3408 171 25 respectively respectively ADV fis-3408 171 26 . . PUNCT fis-3408 172 1 these these DET fis-3408 172 2 results result NOUN fis-3408 172 3 approved approve VERB fis-3408 172 4 the the DET fis-3408 172 5 positive positive ADJ fis-3408 172 6 effect effect NOUN fis-3408 172 7 of of ADP fis-3408 172 8 the the DET fis-3408 172 9 steel steel NOUN fis-3408 172 10 fiber fiber NOUN fis-3408 172 11 reinforced reinforce VERB fis-3408 172 12 confinement confinement NOUN fis-3408 172 13 technique technique NOUN fis-3408 172 14 as as SCONJ fis-3408 172 15 compared compare VERB fis-3408 172 16 to to ADP fis-3408 172 17 cfrp cfrp PROPN fis-3408 172 18 technique technique NOUN fis-3408 172 19 . . PUNCT fis-3408 173 1 while while SCONJ fis-3408 173 2 fig fig NOUN fis-3408 173 3 . . PUNCT fis-3408 174 1 13 13 NUM fis-3408 174 2 a a DET fis-3408 174 3 , , PUNCT fis-3408 174 4 b b NOUN fis-3408 174 5 , , PUNCT fis-3408 174 6 and and CCONJ fis-3408 174 7 c c AUX fis-3408 174 8 show show VERB fis-3408 174 9 crack crack NOUN fis-3408 174 10 pattern pattern NOUN fis-3408 174 11 for for ADP fis-3408 174 12 rc rc PROPN fis-3408 174 13 beams beam NOUN fis-3408 174 14 using use VERB fis-3408 174 15 steel steel NOUN fis-3408 174 16 reinforcement reinforcement NOUN fis-3408 174 17 equal equal ADJ fis-3408 174 18 to to ADP fis-3408 174 19 avrg avrg NOUN fis-3408 174 20 . . PUNCT fis-3408 175 1 all all DET fis-3408 175 2 beams beam NOUN fis-3408 175 3 failed fail VERB fis-3408 175 4 initially initially ADV fis-3408 175 5 due due ADP fis-3408 175 6 to to ADP fis-3408 175 7 tension tension NOUN fis-3408 175 8 cracks crack NOUN fis-3408 175 9 followed follow VERB fis-3408 175 10 by by ADP fis-3408 175 11 shear shear NOUN fis-3408 175 12 failure failure NOUN fis-3408 175 13 . . PUNCT fis-3408 176 1 a a DET fis-3408 176 2 ) ) PUNCT fis-3408 176 3 control control NOUN fis-3408 176 4 beam beam NOUN fis-3408 176 5 , , PUNCT fis-3408 176 6 c2 c2 PROPN fis-3408 176 7 . . PUNCT fis-3408 177 1 b b X fis-3408 177 2 ) ) PUNCT fis-3408 177 3 carbon carbon NOUN fis-3408 177 4 fiber fiber NOUN fis-3408 177 5 reinforced reinforce VERB fis-3408 177 6 polymers polymer NOUN fis-3408 177 7 technique technique NOUN fis-3408 177 8 , , PUNCT fis-3408 177 9 cf2 cf2 ADJ fis-3408 177 10 . . PUNCT fis-3408 178 1 c c X fis-3408 178 2 ) ) PUNCT fis-3408 178 3 steel steel NOUN fis-3408 178 4 fiber fiber NOUN fis-3408 178 5 reinforced reinforce VERB fis-3408 178 6 concrete concrete ADJ fis-3408 178 7 technique technique NOUN fis-3408 178 8 , , PUNCT fis-3408 178 9 sf2 sf2 PROPN fis-3408 178 10 . . PROPN fis-3408 178 11 figure figure NOUN fis-3408 178 12 13 13 NUM fis-3408 178 13 : : PUNCT fis-3408 178 14 the the DET fis-3408 178 15 crack crack NOUN fis-3408 178 16 patterns pattern NOUN fis-3408 178 17 ; ; PUNCT fis-3408 178 18 a a X fis-3408 178 19 ) ) PUNCT fis-3408 178 20 control control NOUN fis-3408 178 21 beam beam NOUN fis-3408 178 22 ( ( PUNCT fis-3408 178 23 c2 c2 PROPN fis-3408 178 24 ) ) PUNCT fis-3408 178 25 , , PUNCT fis-3408 178 26 b b X fis-3408 178 27 ) ) PUNCT fis-3408 178 28 carbon carbon NOUN fis-3408 178 29 fiber fiber NOUN fis-3408 178 30 reinforced reinforce VERB fis-3408 178 31 polymers polymer NOUN fis-3408 178 32 technique technique NOUN fis-3408 178 33 ( ( PUNCT fis-3408 178 34 cf2 cf2 PROPN fis-3408 178 35 ) ) PUNCT fis-3408 178 36 , , PUNCT fis-3408 178 37 and and CCONJ fis-3408 178 38 c c X fis-3408 178 39 ) ) PUNCT fis-3408 178 40 steel steel NOUN fis-3408 178 41 fiber fiber NOUN fis-3408 178 42 reinforced reinforce VERB fis-3408 178 43 concrete concrete ADJ fis-3408 178 44 technique technique NOUN fis-3408 178 45 ( ( PUNCT fis-3408 178 46 sf2 sf2 PROPN fis-3408 178 47 ) ) PUNCT fis-3408 178 48 . . PUNCT fis-3408 179 1 figure figure NOUN fis-3408 179 2 14 14 NUM fis-3408 179 3 : : PUNCT fis-3408 179 4 experimental experimental ADJ fis-3408 179 5 load load NOUN fis-3408 179 6 - - PUNCT fis-3408 179 7 deflection deflection NOUN fis-3408 179 8 relationship relationship NOUN fis-3408 179 9 for for ADP fis-3408 179 10 control control PROPN fis-3408 179 11 beam beam PROPN fis-3408 179 12 c3 c3 PROPN fis-3408 179 13 , , PUNCT fis-3408 179 14 cf3 cf3 PROPN fis-3408 179 15 and and CCONJ fis-3408 179 16 sf3 sf3 PROPN fis-3408 179 17 techniques technique NOUN fis-3408 179 18 using use VERB fis-3408 179 19 max max PROPN fis-3408 179 20 . . PROPN fis-3408 179 21 fig fig PROPN fis-3408 179 22 . . PUNCT fis-3408 180 1 14 14 NUM fis-3408 180 2 gives give VERB fis-3408 180 3 experimental experimental ADJ fis-3408 180 4 relationships relationship NOUN fis-3408 180 5 between between ADP fis-3408 180 6 load load NOUN fis-3408 180 7 and and CCONJ fis-3408 180 8 mid mid ADJ fis-3408 180 9 - - ADJ fis-3408 180 10 span span NOUN fis-3408 180 11 deflection deflection NOUN fis-3408 180 12 for for ADP fis-3408 180 13 c3 c3 PROPN fis-3408 180 14 , , PUNCT fis-3408 180 15 cf3 cf3 PROPN fis-3408 180 16 and and CCONJ fis-3408 180 17 sf3 sf3 PROPN fis-3408 180 18 techniques technique NOUN fis-3408 180 19 at at ADP fis-3408 180 20 steel steel NOUN fis-3408 180 21 reinforcement reinforcement NOUN fis-3408 180 22 ratio ratio NOUN fis-3408 180 23 equal equal ADJ fis-3408 180 24 to to ADP fis-3408 180 25 max max PROPN fis-3408 180 26 . . PUNCT fis-3408 180 27 beams beam NOUN fis-3408 180 28 c3 c3 PROPN fis-3408 180 29 and and CCONJ fis-3408 180 30 cf3 cf3 PROPN fis-3408 180 31 showed show VERB fis-3408 180 32 typical typical ADJ fis-3408 180 33 linear linear ADJ fis-3408 180 34 behavior behavior NOUN fis-3408 180 35 of of ADP fis-3408 180 36 load load NOUN fis-3408 180 37 - - PUNCT fis-3408 180 38 deflection deflection NOUN fis-3408 180 39 response response NOUN fis-3408 180 40 with with ADP fis-3408 180 41 approximately approximately ADV fis-3408 180 42 absent absent ADJ fis-3408 180 43 of of ADP fis-3408 180 44 nonlinear nonlinear ADJ fis-3408 180 45 regime regime NOUN fis-3408 180 46 , , PUNCT fis-3408 180 47 the the DET fis-3408 180 48 maximum maximum ADJ fis-3408 180 49 loads load NOUN fis-3408 180 50 value value NOUN fis-3408 180 51 , , PUNCT fis-3408 180 52 pu pu PROPN fis-3408 180 53 , , PUNCT fis-3408 180 54 are be AUX fis-3408 180 55 324.54 324.54 NUM fis-3408 180 56 kn kn NOUN fis-3408 180 57 and and CCONJ fis-3408 180 58 347.81 347.81 NUM fis-3408 180 59 kn kn NOUN fis-3408 180 60 respectively respectively ADV fis-3408 180 61 . . PUNCT fis-3408 181 1 on on ADP fis-3408 181 2 a.-a a.-a NOUN fis-3408 181 3 . . PUNCT fis-3408 182 1 a. a. NOUN fis-3408 182 2 a. a. PROPN fis-3408 182 3 graf graf PROPN fis-3408 182 4 et et PROPN fis-3408 182 5 al al PROPN fis-3408 182 6 . . PROPN fis-3408 182 7 , , PUNCT fis-3408 182 8 frattura frattura PROPN fis-3408 182 9 ed ed PROPN fis-3408 182 10 integrità integrità PROPN fis-3408 182 11 strutturale strutturale PROPN fis-3408 182 12 , , PUNCT fis-3408 182 13 60 60 NUM fis-3408 182 14 ( ( PUNCT fis-3408 182 15 2022 2022 NUM fis-3408 182 16 ) ) PUNCT fis-3408 182 17 310 310 NUM fis-3408 182 18 - - SYM fis-3408 182 19 330 330 NUM fis-3408 182 20 ; ; PUNCT fis-3408 182 21 doi doi NOUN fis-3408 182 22 : : PUNCT fis-3408 182 23 10.3221 10.3221 NUM fis-3408 182 24 / / SYM fis-3408 182 25 igf igf PROPN fis-3408 182 26 - - ADJ fis-3408 182 27 esis.60.22 esis.60.22 PROPN fis-3408 182 28 321 321 NUM fis-3408 182 29 the the DET fis-3408 182 30 other other ADJ fis-3408 182 31 hand hand NOUN fis-3408 182 32 , , PUNCT fis-3408 182 33 beam beam PROPN fis-3408 182 34 sf3 sf3 PROPN fis-3408 182 35 exhibited exhibit VERB fis-3408 182 36 a a DET fis-3408 182 37 linear linear ADJ fis-3408 182 38 and and CCONJ fis-3408 182 39 nonlinear nonlinear ADJ fis-3408 182 40 response response NOUN fis-3408 182 41 with with ADP fis-3408 182 42 pcr pcr PROPN fis-3408 182 43 and and CCONJ fis-3408 182 44 pu pu PROPN fis-3408 182 45 values value NOUN fis-3408 182 46 of of ADP fis-3408 182 47 451.88 451.88 NUM fis-3408 182 48 kn kn NOUN fis-3408 182 49 and and CCONJ fis-3408 182 50 482.8 482.8 NUM fis-3408 182 51 kn kn PROPN fis-3408 182 52 respectively respectively ADV fis-3408 182 53 . . PUNCT fis-3408 183 1 the the DET fis-3408 183 2 results result NOUN fis-3408 183 3 , , PUNCT fis-3408 183 4 also also ADV fis-3408 183 5 , , PUNCT fis-3408 183 6 showed show VERB fis-3408 183 7 that that SCONJ fis-3408 183 8 the the DET fis-3408 183 9 strengthening strengthen VERB fis-3408 183 10 techniques technique NOUN fis-3408 183 11 increase increase VERB fis-3408 183 12 the the DET fis-3408 183 13 ultimate ultimate ADJ fis-3408 183 14 load load NOUN fis-3408 183 15 by by ADP fis-3408 183 16 about about ADV fis-3408 183 17 7.2 7.2 NUM fis-3408 183 18 and and CCONJ fis-3408 183 19 48.7 48.7 NUM fis-3408 183 20 % % NOUN fis-3408 183 21 for for ADP fis-3408 183 22 cf3 cf3 PROPN fis-3408 183 23 and and CCONJ fis-3408 183 24 sf3 sf3 PROPN fis-3408 183 25 respectively respectively ADV fis-3408 183 26 as as SCONJ fis-3408 183 27 compared compare VERB fis-3408 183 28 to to ADP fis-3408 183 29 c3 c3 PROPN fis-3408 183 30 . . PUNCT fis-3408 184 1 these these DET fis-3408 184 2 results result NOUN fis-3408 184 3 clearly clearly ADV fis-3408 184 4 indicate indicate VERB fis-3408 184 5 that that SCONJ fis-3408 184 6 the the DET fis-3408 184 7 cfrp cfrp PROPN fis-3408 184 8 confinement confinement NOUN fis-3408 184 9 technique technique NOUN fis-3408 184 10 and and CCONJ fis-3408 184 11 steel steel NOUN fis-3408 184 12 fiber fiber NOUN fis-3408 184 13 confinement confinement NOUN fis-3408 184 14 technique technique NOUN fis-3408 184 15 are be AUX fis-3408 184 16 more more ADV fis-3408 184 17 effective effective ADJ fis-3408 184 18 at at ADP fis-3408 184 19 max max PROPN fis-3408 184 20 . . PUNCT fis-3408 185 1 moreover moreover ADV fis-3408 185 2 the the DET fis-3408 185 3 obtained obtain VERB fis-3408 185 4 results result NOUN fis-3408 185 5 , , PUNCT fis-3408 185 6 also also ADV fis-3408 185 7 , , PUNCT fis-3408 185 8 approved approve VERB fis-3408 185 9 the the DET fis-3408 185 10 positive positive ADJ fis-3408 185 11 effect effect NOUN fis-3408 185 12 of of ADP fis-3408 185 13 the the DET fis-3408 185 14 steel steel NOUN fis-3408 185 15 fiber fiber NOUN fis-3408 185 16 reinforced reinforce VERB fis-3408 185 17 confinement confinement NOUN fis-3408 185 18 technique technique NOUN fis-3408 185 19 as as SCONJ fis-3408 185 20 compared compare VERB fis-3408 185 21 to to ADP fis-3408 185 22 cfrp cfrp PROPN fis-3408 185 23 technique technique NOUN fis-3408 185 24 . . PUNCT fis-3408 186 1 with with ADP fis-3408 186 2 respect respect NOUN fis-3408 186 3 to to ADP fis-3408 186 4 ductility ductility NOUN fis-3408 186 5 behavior behavior NOUN fis-3408 186 6 one one PRON fis-3408 186 7 can can AUX fis-3408 186 8 notice notice VERB fis-3408 186 9 that that SCONJ fis-3408 186 10 for for ADP fis-3408 186 11 steel steel NOUN fis-3408 186 12 fiber fiber NOUN fis-3408 186 13 , , PUNCT fis-3408 186 14 confinement confinement NOUN fis-3408 186 15 technique technique NOUN fis-3408 186 16 the the DET fis-3408 186 17 values value NOUN fis-3408 186 18 of of ADP fis-3408 186 19 cracking crack VERB fis-3408 186 20 deflection deflection NOUN fis-3408 186 21 , , PUNCT fis-3408 186 22 cr cr NOUN fis-3408 186 23 , , PUNCT fis-3408 186 24 and and CCONJ fis-3408 186 25 maximum maximum ADJ fis-3408 186 26 deflection deflection NOUN fis-3408 186 27 , , PUNCT fis-3408 186 28 u u NOUN fis-3408 186 29 , , PUNCT fis-3408 186 30 were be AUX fis-3408 186 31 increased increase VERB fis-3408 186 32 as as ADP fis-3408 186 33 compared compare VERB fis-3408 186 34 to to ADP fis-3408 186 35 the the DET fis-3408 186 36 corresponding correspond VERB fis-3408 186 37 values value NOUN fis-3408 186 38 control control PROPN fis-3408 186 39 beam beam PROPN fis-3408 186 40 , , PUNCT fis-3408 186 41 c3 c3 PROPN fis-3408 186 42 and and CCONJ fis-3408 186 43 cf3 cf3 PROPN fis-3408 186 44 . . PUNCT fis-3408 187 1 fig fig NOUN fis-3408 187 2 . . PUNCT fis-3408 188 1 15 15 NUM fis-3408 188 2 a a DET fis-3408 188 3 , , PUNCT fis-3408 188 4 b b NOUN fis-3408 188 5 , , PUNCT fis-3408 188 6 and and CCONJ fis-3408 188 7 c c AUX fis-3408 188 8 show show VERB fis-3408 188 9 crack crack NOUN fis-3408 188 10 pattern pattern NOUN fis-3408 188 11 for for ADP fis-3408 188 12 rc rc PROPN fis-3408 188 13 beams beam NOUN fis-3408 188 14 using use VERB fis-3408 188 15 steel steel NOUN fis-3408 188 16 reinforcement reinforcement NOUN fis-3408 188 17 equal equal ADJ fis-3408 188 18 to to ADP fis-3408 188 19 max max PROPN fis-3408 188 20 . . PUNCT fis-3408 189 1 all all DET fis-3408 189 2 beams beam NOUN fis-3408 189 3 failed fail VERB fis-3408 189 4 initially initially ADV fis-3408 189 5 due due ADP fis-3408 189 6 to to ADP fis-3408 189 7 tension tension NOUN fis-3408 189 8 cracks crack NOUN fis-3408 189 9 followed follow VERB fis-3408 189 10 by by ADP fis-3408 189 11 shear shear NOUN fis-3408 189 12 cracks crack NOUN fis-3408 189 13 up up ADP fis-3408 189 14 to to ADP fis-3408 189 15 complete complete ADJ fis-3408 189 16 failure failure NOUN fis-3408 189 17 . . PUNCT fis-3408 189 18 . . PUNCT fis-3408 190 1 a a DET fis-3408 190 2 ) ) PUNCT fis-3408 190 3 control control NOUN fis-3408 190 4 beam beam NOUN fis-3408 190 5 , , PUNCT fis-3408 190 6 c3 c3 PROPN fis-3408 190 7 . . PUNCT fis-3408 191 1 b b X fis-3408 191 2 ) ) PUNCT fis-3408 191 3 carbon carbon NOUN fis-3408 191 4 fiber fiber NOUN fis-3408 191 5 reinforced reinforce VERB fis-3408 191 6 polymers polymer NOUN fis-3408 191 7 technique technique NOUN fis-3408 191 8 , , PUNCT fis-3408 191 9 cf3 cf3 NOUN fis-3408 191 10 . . PUNCT fis-3408 192 1 c c X fis-3408 192 2 ) ) PUNCT fis-3408 192 3 steel steel NOUN fis-3408 192 4 fiber fiber NOUN fis-3408 192 5 reinforced reinforce VERB fis-3408 192 6 concrete concrete ADJ fis-3408 192 7 technique technique NOUN fis-3408 192 8 , , PUNCT fis-3408 192 9 sf3 sf3 PROPN fis-3408 192 10 . . PUNCT fis-3408 192 11 figure figure VERB fis-3408 192 12 15 15 NUM fis-3408 192 13 : : PUNCT fis-3408 192 14 the the DET fis-3408 192 15 crack crack NOUN fis-3408 192 16 patterns pattern NOUN fis-3408 192 17 ; ; PUNCT fis-3408 192 18 a a X fis-3408 192 19 ) ) PUNCT fis-3408 192 20 control control NOUN fis-3408 192 21 beam beam NOUN fis-3408 192 22 ( ( PUNCT fis-3408 192 23 c3 c3 PROPN fis-3408 192 24 ) ) PUNCT fis-3408 192 25 , , PUNCT fis-3408 192 26 b b X fis-3408 192 27 ) ) PUNCT fis-3408 192 28 carbon carbon NOUN fis-3408 192 29 fiber fiber NOUN fis-3408 192 30 reinforced reinforce VERB fis-3408 192 31 polymers polymer NOUN fis-3408 192 32 technique technique NOUN fis-3408 192 33 ( ( PUNCT fis-3408 192 34 cf3 cf3 NOUN fis-3408 192 35 ) ) PUNCT fis-3408 192 36 , , PUNCT fis-3408 192 37 and and CCONJ fis-3408 192 38 c c X fis-3408 192 39 ) ) PUNCT fis-3408 192 40 steel steel NOUN fis-3408 192 41 fiber fiber NOUN fis-3408 192 42 reinforced reinforce VERB fis-3408 192 43 concrete concrete ADJ fis-3408 192 44 technique technique NOUN fis-3408 192 45 ( ( PUNCT fis-3408 192 46 sf3 sf3 PROPN fis-3408 192 47 ) ) PUNCT fis-3408 192 48 . . PUNCT fis-3408 193 1 figure figure VERB fis-3408 193 2 16 16 NUM fis-3408 193 3 : : PUNCT fis-3408 193 4 experimental experimental ADJ fis-3408 193 5 load load NOUN fis-3408 193 6 - - PUNCT fis-3408 193 7 deflection deflection NOUN fis-3408 193 8 relationship relationship NOUN fis-3408 193 9 for for ADP fis-3408 193 10 control control NOUN fis-3408 193 11 beam beam NOUN fis-3408 193 12 c4 c4 NOUN fis-3408 193 13 , , PUNCT fis-3408 193 14 cf4 cf4 PROPN fis-3408 193 15 and and CCONJ fis-3408 193 16 sf4 sf4 NOUN fis-3408 193 17 techniques technique NOUN fis-3408 193 18 using use VERB fis-3408 193 19 max max NOUN fis-3408 193 20 . . PUNCT fis-3408 194 1 a.-a a.-a PROPN fis-3408 194 2 . . PUNCT fis-3408 194 3 a. a. NOUN fis-3408 194 4 a. a. PROPN fis-3408 194 5 graf graf PROPN fis-3408 194 6 et et PROPN fis-3408 194 7 al al PROPN fis-3408 194 8 . . PROPN fis-3408 194 9 , , PUNCT fis-3408 194 10 frattura frattura PROPN fis-3408 194 11 ed ed PROPN fis-3408 194 12 integrità integrità PROPN fis-3408 194 13 strutturale strutturale PROPN fis-3408 194 14 , , PUNCT fis-3408 194 15 60 60 NUM fis-3408 194 16 ( ( PUNCT fis-3408 194 17 2022 2022 NUM fis-3408 194 18 ) ) PUNCT fis-3408 194 19 310 310 NUM fis-3408 194 20 - - SYM fis-3408 194 21 330 330 NUM fis-3408 194 22 ; ; PUNCT fis-3408 194 23 doi doi NOUN fis-3408 194 24 : : PUNCT fis-3408 194 25 10.3221 10.3221 NUM fis-3408 194 26 / / SYM fis-3408 194 27 igf igf PROPN fis-3408 194 28 - - ADJ fis-3408 194 29 esis.60.22 esis.60.22 PROPN fis-3408 194 30 322 322 NUM fis-3408 194 31 the the DET fis-3408 194 32 results result NOUN fis-3408 194 33 of of ADP fis-3408 194 34 load load NOUN fis-3408 194 35 and and CCONJ fis-3408 194 36 deflection deflection NOUN fis-3408 194 37 for for ADP fis-3408 194 38 c4 c4 NOUN fis-3408 194 39 , , PUNCT fis-3408 194 40 cf4 cf4 PROPN fis-3408 194 41 and and CCONJ fis-3408 194 42 sf4 sf4 NOUN fis-3408 194 43 techniques technique NOUN fis-3408 194 44 at at ADP fis-3408 194 45 steel steel NOUN fis-3408 194 46 reinforcement reinforcement NOUN fis-3408 194 47 equal equal ADJ fis-3408 194 48 to to ADP fis-3408 194 49 max max NOUN fis-3408 194 50 are be AUX fis-3408 194 51 given give VERB fis-3408 194 52 in in ADP fis-3408 194 53 fig fig NOUN fis-3408 194 54 . . PUNCT fis-3408 195 1 16 16 NUM fis-3408 195 2 . . PUNCT fis-3408 196 1 the the DET fis-3408 196 2 results result NOUN fis-3408 196 3 indicated indicate VERB fis-3408 196 4 that that SCONJ fis-3408 196 5 there there PRON fis-3408 196 6 are be VERB fis-3408 196 7 similar similar ADJ fis-3408 196 8 behaviors behavior NOUN fis-3408 196 9 as as SCONJ fis-3408 196 10 found find VERB fis-3408 196 11 in in ADP fis-3408 196 12 fig fig NOUN fis-3408 196 13 . . PUNCT fis-3408 197 1 12 12 NUM fis-3408 197 2 for for ADP fis-3408 197 3 steel steel NOUN fis-3408 197 4 reinforcement reinforcement NOUN fis-3408 197 5 ratio ratio NOUN fis-3408 197 6 equal equal ADJ fis-3408 197 7 to to ADP fis-3408 197 8 max max PROPN fis-3408 197 9 . . PUNCT fis-3408 198 1 the the DET fis-3408 198 2 maximum maximum ADJ fis-3408 198 3 loads load NOUN fis-3408 198 4 for for ADP fis-3408 198 5 beams beam NOUN fis-3408 198 6 c4 c4 NOUN fis-3408 198 7 and and CCONJ fis-3408 198 8 cf4 cf4 PROPN fis-3408 198 9 were be AUX fis-3408 198 10 slightly slightly ADV fis-3408 198 11 decreased decrease VERB fis-3408 198 12 as as SCONJ fis-3408 198 13 compared compare VERB fis-3408 198 14 to to ADP fis-3408 198 15 c3 c3 PROPN fis-3408 198 16 and and CCONJ fis-3408 198 17 cf3 cf3 NOUN fis-3408 198 18 although although SCONJ fis-3408 198 19 increasing increase VERB fis-3408 198 20 in in ADP fis-3408 198 21 steel steel NOUN fis-3408 198 22 reinforcement reinforcement NOUN fis-3408 198 23 ratio ratio NOUN fis-3408 198 24 . . PUNCT fis-3408 199 1 this this DET fis-3408 199 2 behavior behavior NOUN fis-3408 199 3 can can AUX fis-3408 199 4 attributed attribute VERB fis-3408 199 5 to to ADP fis-3408 199 6 the the DET fis-3408 199 7 shear shear NOUN fis-3408 199 8 failure failure NOUN fis-3408 199 9 generated generate VERB fis-3408 199 10 in in ADP fis-3408 199 11 those those DET fis-3408 199 12 beams beam NOUN fis-3408 199 13 . . PUNCT fis-3408 200 1 on on ADP fis-3408 200 2 the the DET fis-3408 200 3 other other ADJ fis-3408 200 4 hand hand NOUN fis-3408 200 5 , , PUNCT fis-3408 200 6 using use VERB fis-3408 200 7 steel steel NOUN fis-3408 200 8 fiber fiber NOUN fis-3408 200 9 confinement confinement NOUN fis-3408 200 10 technique technique NOUN fis-3408 200 11 in in ADP fis-3408 200 12 compression compression NOUN fis-3408 200 13 zone zone NOUN fis-3408 200 14 , , PUNCT fis-3408 200 15 beam beam PROPN fis-3408 200 16 sf4 sf4 NOUN fis-3408 200 17 , , PUNCT fis-3408 200 18 improves improve VERB fis-3408 200 19 the the DET fis-3408 200 20 maximum maximum ADJ fis-3408 200 21 load load NOUN fis-3408 200 22 of of ADP fis-3408 200 23 sf4 sf4 NOUN fis-3408 200 24 as as SCONJ fis-3408 200 25 compared compare VERB fis-3408 200 26 to to ADP fis-3408 200 27 sf3 sf3 PROPN fis-3408 200 28 . . PUNCT fis-3408 201 1 fig fig PROPN fis-3408 201 2 . . PUNCT fis-3408 202 1 17 17 NUM fis-3408 202 2 a a DET fis-3408 202 3 , , PUNCT fis-3408 202 4 b b NOUN fis-3408 202 5 , , PUNCT fis-3408 202 6 and and CCONJ fis-3408 202 7 c c AUX fis-3408 202 8 show show VERB fis-3408 202 9 crack crack NOUN fis-3408 202 10 pattern pattern NOUN fis-3408 202 11 for for ADP fis-3408 202 12 rc rc PROPN fis-3408 202 13 beams beam NOUN fis-3408 202 14 using use VERB fis-3408 202 15 steel steel NOUN fis-3408 202 16 reinforcement reinforcement NOUN fis-3408 202 17 equal equal ADJ fis-3408 202 18 to to ADP fis-3408 202 19 max max NOUN fis-3408 202 20 . . PUNCT fis-3408 203 1 all all DET fis-3408 203 2 beams beam NOUN fis-3408 203 3 failed fail VERB fis-3408 203 4 initially initially ADV fis-3408 203 5 due due ADP fis-3408 203 6 to to ADP fis-3408 203 7 tension tension NOUN fis-3408 203 8 cracks crack NOUN fis-3408 203 9 followed follow VERB fis-3408 203 10 by by ADP fis-3408 203 11 shear shear NOUN fis-3408 203 12 cracks crack NOUN fis-3408 203 13 up up ADP fis-3408 203 14 to to ADP fis-3408 203 15 complete complete ADJ fis-3408 203 16 failure failure NOUN fis-3408 203 17 . . PUNCT fis-3408 204 1 a a DET fis-3408 204 2 ) ) PUNCT fis-3408 204 3 control control NOUN fis-3408 204 4 beam beam NOUN fis-3408 204 5 , , PUNCT fis-3408 204 6 c4 c4 NOUN fis-3408 204 7 . . PUNCT fis-3408 205 1 b b X fis-3408 205 2 ) ) PUNCT fis-3408 205 3 carbon carbon NOUN fis-3408 205 4 fiber fiber NOUN fis-3408 205 5 reinforced reinforce VERB fis-3408 205 6 polymers polymer NOUN fis-3408 205 7 technique technique NOUN fis-3408 205 8 , , PUNCT fis-3408 205 9 cf4 cf4 PROPN fis-3408 205 10 . . PUNCT fis-3408 206 1 c c X fis-3408 206 2 ) ) PUNCT fis-3408 206 3 steel steel NOUN fis-3408 206 4 fiber fiber NOUN fis-3408 206 5 reinforced reinforce VERB fis-3408 206 6 concrete concrete ADJ fis-3408 206 7 technique technique NOUN fis-3408 206 8 , , PUNCT fis-3408 206 9 sf4 sf4 PROPN fis-3408 206 10 . . PROPN fis-3408 206 11 figure figure NOUN fis-3408 206 12 17 17 NUM fis-3408 206 13 : : PUNCT fis-3408 206 14 the the DET fis-3408 206 15 crack crack NOUN fis-3408 206 16 patterns pattern NOUN fis-3408 206 17 ; ; PUNCT fis-3408 206 18 a a X fis-3408 206 19 ) ) PUNCT fis-3408 206 20 control control NOUN fis-3408 206 21 beam beam NOUN fis-3408 206 22 ( ( PUNCT fis-3408 206 23 c4 c4 NOUN fis-3408 206 24 ) ) PUNCT fis-3408 206 25 , , PUNCT fis-3408 206 26 b b X fis-3408 206 27 ) ) PUNCT fis-3408 206 28 carbon carbon NOUN fis-3408 206 29 fiber fiber NOUN fis-3408 206 30 reinforced reinforce VERB fis-3408 206 31 polymers polymer NOUN fis-3408 206 32 technique technique NOUN fis-3408 206 33 ( ( PUNCT fis-3408 206 34 cf4 cf4 PROPN fis-3408 206 35 ) ) PUNCT fis-3408 206 36 , , PUNCT fis-3408 206 37 and and CCONJ fis-3408 206 38 c c X fis-3408 206 39 ) ) PUNCT fis-3408 206 40 steel steel NOUN fis-3408 206 41 fiber fiber NOUN fis-3408 206 42 reinforced reinforce VERB fis-3408 206 43 concrete concrete ADJ fis-3408 206 44 technique technique NOUN fis-3408 206 45 ( ( PUNCT fis-3408 206 46 sf4 sf4 NOUN fis-3408 206 47 ) ) PUNCT fis-3408 206 48 . . PUNCT fis-3408 207 1 a a DET fis-3408 207 2 ) ) PUNCT fis-3408 207 3 ductility ductility NOUN fis-3408 207 4 . . PUNCT fis-3408 208 1 b b X fis-3408 208 2 ) ) PUNCT fis-3408 208 3 strength strength NOUN fis-3408 208 4 . . PUNCT fis-3408 209 1 figure figure VERB fis-3408 209 2 18 18 NUM fis-3408 209 3 : : PUNCT fis-3408 209 4 effect effect NOUN fis-3408 209 5 of of ADP fis-3408 209 6 confinement confinement ADJ fis-3408 209 7 techniques technique NOUN fis-3408 209 8 on on ADP fis-3408 209 9 ; ; PUNCT fis-3408 209 10 a a DET fis-3408 209 11 ) ) PUNCT fis-3408 209 12 ductility ductility NOUN fis-3408 209 13 and and CCONJ fis-3408 209 14 b b NOUN fis-3408 209 15 ) ) PUNCT fis-3408 209 16 strength strength NOUN fis-3408 209 17 . . PUNCT fis-3408 210 1 a.-a a.-a PROPN fis-3408 210 2 . . PUNCT fis-3408 211 1 a. a. NOUN fis-3408 211 2 a. a. PROPN fis-3408 211 3 graf graf PROPN fis-3408 211 4 et et PROPN fis-3408 211 5 al al PROPN fis-3408 211 6 . . PROPN fis-3408 211 7 , , PUNCT fis-3408 211 8 frattura frattura PROPN fis-3408 211 9 ed ed PROPN fis-3408 211 10 integrità integrità PROPN fis-3408 211 11 strutturale strutturale PROPN fis-3408 211 12 , , PUNCT fis-3408 211 13 60 60 NUM fis-3408 211 14 ( ( PUNCT fis-3408 211 15 2022 2022 NUM fis-3408 211 16 ) ) PUNCT fis-3408 211 17 310 310 NUM fis-3408 211 18 - - SYM fis-3408 211 19 330 330 NUM fis-3408 211 20 ; ; PUNCT fis-3408 211 21 doi doi NOUN fis-3408 211 22 : : PUNCT fis-3408 211 23 10.3221 10.3221 NUM fis-3408 211 24 / / SYM fis-3408 211 25 igf igf PROPN fis-3408 211 26 - - ADJ fis-3408 211 27 esis.60.22 esis.60.22 ADJ fis-3408 211 28 323 323 NUM fis-3408 211 29 fig fig NOUN fis-3408 211 30 . . PUNCT fis-3408 212 1 18 18 NUM fis-3408 212 2 a a NOUN fis-3408 212 3 ) ) PUNCT fis-3408 212 4 and and CCONJ fis-3408 212 5 b b X fis-3408 212 6 ) ) PUNCT fis-3408 212 7 show show VERB fis-3408 212 8 the the DET fis-3408 212 9 behavior behavior NOUN fis-3408 212 10 of of ADP fis-3408 212 11 ductility ductility NOUN fis-3408 212 12 index index NOUN fis-3408 212 13 and and CCONJ fis-3408 212 14 strength strength NOUN fis-3408 212 15 ratio ratio NOUN fis-3408 212 16 with with ADP fis-3408 212 17 the the DET fis-3408 212 18 increase increase NOUN fis-3408 212 19 in in ADP fis-3408 212 20 steel steel NOUN fis-3408 212 21 reinforcement reinforcement NOUN fis-3408 212 22 ratio ratio NOUN fis-3408 212 23 for for ADP fis-3408 212 24 control control NOUN fis-3408 212 25 beams beam NOUN fis-3408 212 26 and and CCONJ fis-3408 212 27 confinement confinement NOUN fis-3408 212 28 beams beam NOUN fis-3408 212 29 . . PUNCT fis-3408 213 1 the the DET fis-3408 213 2 ductility ductility NOUN fis-3408 213 3 index index NOUN fis-3408 213 4 was be AUX fis-3408 213 5 calculated calculate VERB fis-3408 213 6 as as ADP fis-3408 213 7 the the DET fis-3408 213 8 ratio ratio NOUN fis-3408 213 9 between between ADP fis-3408 213 10 maximum maximum ADJ fis-3408 213 11 deflections deflection NOUN fis-3408 213 12 to to ADP fis-3408 213 13 the the DET fis-3408 213 14 first first ADJ fis-3408 213 15 cracking crack VERB fis-3408 213 16 deflection deflection NOUN fis-3408 213 17 . . PUNCT fis-3408 214 1 the the DET fis-3408 214 2 strength strength NOUN fis-3408 214 3 ratio ratio NOUN fis-3408 214 4 was be AUX fis-3408 214 5 calculated calculate VERB fis-3408 214 6 as as ADP fis-3408 214 7 the the DET fis-3408 214 8 ratio ratio NOUN fis-3408 214 9 between between ADP fis-3408 214 10 maximum maximum ADJ fis-3408 214 11 loads load NOUN fis-3408 214 12 to to ADP fis-3408 214 13 first first ADJ fis-3408 214 14 cracking cracking NOUN fis-3408 214 15 load load NOUN fis-3408 214 16 . . PUNCT fis-3408 215 1 from from ADP fis-3408 215 2 data datum NOUN fis-3408 215 3 in in ADP fis-3408 215 4 figures figure NOUN fis-3408 215 5 we we PRON fis-3408 215 6 found find VERB fis-3408 215 7 that that SCONJ fis-3408 215 8 , , PUNCT fis-3408 215 9 at at ADP fis-3408 215 10 min min PROPN fis-3408 215 11 , , PUNCT fis-3408 215 12 the the DET fis-3408 215 13 cfrp cfrp PROPN fis-3408 215 14 confinement confinement NOUN fis-3408 215 15 technique technique NOUN fis-3408 215 16 enchases enchase VERB fis-3408 215 17 the the DET fis-3408 215 18 ductility ductility NOUN fis-3408 215 19 index index NOUN fis-3408 215 20 more more ADJ fis-3408 215 21 than than ADP fis-3408 215 22 steel steel NOUN fis-3408 215 23 fiber fiber NOUN fis-3408 215 24 confinement confinement NOUN fis-3408 215 25 technique technique NOUN fis-3408 215 26 . . PUNCT fis-3408 216 1 while while SCONJ fis-3408 216 2 at at ADP fis-3408 216 3 avg avg PROPN fis-3408 216 4 and and CCONJ fis-3408 216 5 max max PROPN fis-3408 216 6 the the DET fis-3408 216 7 steel steel NOUN fis-3408 216 8 fiber fiber NOUN fis-3408 216 9 confinement confinement NOUN fis-3408 216 10 technique technique NOUN fis-3408 216 11 gives give VERB fis-3408 216 12 more more ADJ fis-3408 216 13 ductility ductility NOUN fis-3408 216 14 than than ADP fis-3408 216 15 cfrp cfrp NOUN fis-3408 216 16 technique technique NOUN fis-3408 216 17 . . PUNCT fis-3408 217 1 on on ADP fis-3408 217 2 the the DET fis-3408 217 3 other other ADJ fis-3408 217 4 hand hand NOUN fis-3408 217 5 , , PUNCT fis-3408 217 6 the the DET fis-3408 217 7 used use VERB fis-3408 217 8 confinement confinement NOUN fis-3408 217 9 techniques technique NOUN fis-3408 217 10 were be AUX fis-3408 217 11 improved improve VERB fis-3408 217 12 the the DET fis-3408 217 13 strength strength NOUN fis-3408 217 14 ratio ratio NOUN fis-3408 217 15 at at ADP fis-3408 217 16 all all DET fis-3408 217 17 steel steel NOUN fis-3408 217 18 reinforcement reinforcement NOUN fis-3408 217 19 ratios ratio NOUN fis-3408 217 20 with with ADP fis-3408 217 21 obviously obviously ADV fis-3408 217 22 increasing increase VERB fis-3408 217 23 in in ADP fis-3408 217 24 case case NOUN fis-3408 217 25 of of ADP fis-3408 217 26 steel steel NOUN fis-3408 217 27 fiber fiber NOUN fis-3408 217 28 . . PUNCT fis-3408 218 1 numerical numerical PROPN fis-3408 218 2 results results PROPN fis-3408 218 3 ab ab PROPN fis-3408 218 4 . . PROPN fis-3408 218 5 5 5 NUM fis-3408 218 6 shows show VERB fis-3408 218 7 numerical numerical ADJ fis-3408 218 8 results result NOUN fis-3408 218 9 of of ADP fis-3408 218 10 3 3 NUM fis-3408 218 11 - - PUNCT fis-3408 218 12 d d NOUN fis-3408 218 13 fe fe NOUN fis-3408 218 14 models model NOUN fis-3408 218 15 in in ADP fis-3408 218 16 this this DET fis-3408 218 17 work work NOUN fis-3408 218 18 for for ADP fis-3408 218 19 control control NOUN fis-3408 218 20 models model NOUN fis-3408 218 21 , , PUNCT fis-3408 218 22 c c X fis-3408 218 23 , , PUNCT fis-3408 218 24 carbon carbon NOUN fis-3408 218 25 fiber fiber NOUN fis-3408 218 26 reinforced reinforce VERB fis-3408 218 27 polymers polymer NOUN fis-3408 218 28 , , PUNCT fis-3408 218 29 cf cf NOUN fis-3408 218 30 , , PUNCT fis-3408 218 31 and and CCONJ fis-3408 218 32 steel steel NOUN fis-3408 218 33 fiber fiber NOUN fis-3408 218 34 reinforced reinforce VERB fis-3408 218 35 concrete concrete NOUN fis-3408 218 36 , , PUNCT fis-3408 218 37 sf sf NOUN fis-3408 218 38 at at ADP fis-3408 218 39 four four NUM fis-3408 218 40 steel steel NOUN fis-3408 218 41 reinforcement reinforcement NOUN fis-3408 218 42 ratios ratio NOUN fis-3408 218 43 min min PROPN fis-3408 218 44 , , PUNCT fis-3408 218 45 avg avg PROPN fis-3408 218 46 , , PUNCT fis-3408 218 47 max max PROPN fis-3408 218 48 , , PUNCT fis-3408 218 49 and and CCONJ fis-3408 218 50 max max PROPN fis-3408 218 51 .. .. PUNCT fis-3408 218 52 beam beam PROPN fis-3408 218 53 code code PROPN fis-3408 218 54 . . PUNCT fis-3408 219 1 pcr pcr PROPN fis-3408 219 2 ( ( PUNCT fis-3408 219 3 kn kn PROPN fis-3408 219 4 ) ) PUNCT fis-3408 219 5 y y NOUN fis-3408 219 6 ( ( PUNCT fis-3408 219 7 mm mm NOUN fis-3408 219 8 ) ) PUNCT fis-3408 219 9 pu pu PROPN fis-3408 219 10 ( ( PUNCT fis-3408 219 11 kn kn PROPN fis-3408 219 12 ) ) PUNCT fis-3408 219 13 u u NOUN fis-3408 219 14 ( ( PUNCT fis-3408 219 15 mm) mm) NUM fis-3408 219 16 μ μ NOUN fis-3408 219 17 failure failure NOUN fis-3408 219 18 mode mode NOUN fis-3408 219 19 c1 c1 PROPN fis-3408 219 20 60.98 60.98 NUM fis-3408 219 21 5.55 5.55 NUM fis-3408 219 22 88.34 88.34 NUM fis-3408 219 23 74.40 74.40 NUM fis-3408 219 24 13.41 13.41 NUM fis-3408 219 25 cc cc PROPN fis-3408 219 26 c2 c2 PROPN fis-3408 219 27 200.93 200.93 NUM fis-3408 219 28 7.44 7.44 NUM fis-3408 219 29 243.91 243.91 NUM fis-3408 219 30 33.91 33.91 NUM fis-3408 219 31 4.56 4.56 NUM fis-3408 219 32 cc cc ADP fis-3408 219 33 c3 c3 PROPN fis-3408 219 34 301.41 301.41 NUM fis-3408 219 35 9.11 9.11 NUM fis-3408 219 36 349.97 349.97 NUM fis-3408 219 37 20.65 20.65 NUM fis-3408 219 38 2.27 2.27 NUM fis-3408 219 39 cc cc NOUN fis-3408 219 40 c4 c4 NOUN fis-3408 219 41 339.90 339.90 NUM fis-3408 219 42 9.77 9.77 NUM fis-3408 219 43 385.28 385.28 NUM fis-3408 219 44 18.99 18.99 NUM fis-3408 219 45 1.94 1.94 NUM fis-3408 219 46 cc cc ADP fis-3408 219 47 cf1 cf1 PROPN fis-3408 219 48 61.50 61.50 NUM fis-3408 219 49 5.89 5.89 NUM fis-3408 219 50 89.94 89.94 NUM fis-3408 219 51 50.12 50.12 NUM fis-3408 219 52 8.51 8.51 NUM fis-3408 219 53 cc cc NOUN fis-3408 220 1 cf2 cf2 VERB fis-3408 220 2 203.48 203.48 NUM fis-3408 220 3 7.77 7.77 NUM fis-3408 220 4 255.27 255.27 NUM fis-3408 220 5 32.00 32.00 NUM fis-3408 220 6 4.12 4.12 NUM fis-3408 220 7 cc cc ADP fis-3408 220 8 cf3 cf3 PROPN fis-3408 220 9 304.27 304.27 NUM fis-3408 220 10 9.28 9.28 NUM fis-3408 220 11 353.95 353.95 NUM fis-3408 220 12 14.46 14.46 NUM fis-3408 220 13 1.56 1.56 NUM fis-3408 220 14 cc cc NOUN fis-3408 220 15 cf4 cf4 PROPN fis-3408 220 16 338.61 338.61 NUM fis-3408 220 17 9.78 9.78 NUM fis-3408 220 18 388.42 388.42 NUM fis-3408 220 19 15.25 15.25 NUM fis-3408 220 20 1.56 1.56 NUM fis-3408 220 21 cc cc ADP fis-3408 220 22 sf1 sf1 PROPN fis-3408 220 23 63.82 63.82 NUM fis-3408 220 24 5.54 5.54 NUM fis-3408 220 25 104.14 104.14 NUM fis-3408 220 26 72.25 72.25 NUM fis-3408 220 27 13.04 13.04 NUM fis-3408 220 28 cc cc PROPN fis-3408 220 29 sf2 sf2 PROPN fis-3408 220 30 202.66 202.66 NUM fis-3408 220 31 7.44 7.44 NUM fis-3408 220 32 262.03 262.03 NUM fis-3408 220 33 55.42 55.42 NUM fis-3408 220 34 7.45 7.45 NUM fis-3408 220 35 cc cc ADP fis-3408 220 36 sf3 sf3 PROPN fis-3408 220 37 322.96 322.96 NUM fis-3408 220 38 9.80 9.80 NUM fis-3408 220 39 359.39 359.39 NUM fis-3408 220 40 33.33 33.33 NUM fis-3408 220 41 3.40 3.40 NUM fis-3408 220 42 cc cc ADP fis-3408 220 43 sf4 sf4 PROPN fis-3408 220 44 345.66 345.66 NUM fis-3408 220 45 9.78 9.78 NUM fis-3408 220 46 392.30 392.30 NUM fis-3408 220 47 22.61 22.61 NUM fis-3408 220 48 2.31 2.31 NUM fis-3408 220 49 cc cc NOUN fis-3408 220 50 table table NOUN fis-3408 220 51 5 5 NUM fis-3408 220 52 : : PUNCT fis-3408 220 53 numerical numerical ADJ fis-3408 220 54 results result NOUN fis-3408 220 55 of of ADP fis-3408 220 56 the the DET fis-3408 220 57 fe fe NOUN fis-3408 220 58 models model NOUN fis-3408 220 59 . . PUNCT fis-3408 221 1 where where SCONJ fis-3408 221 2 , , PUNCT fis-3408 221 3 py py PROPN fis-3408 221 4 and and CCONJ fis-3408 221 5 δy δy NOUN fis-3408 221 6 = = PUNCT fis-3408 221 7 yielding yield VERB fis-3408 221 8 load load NOUN fis-3408 221 9 and and CCONJ fis-3408 221 10 deflection deflection NOUN fis-3408 221 11 , , PUNCT fis-3408 221 12 pu pu PROPN fis-3408 221 13 = = PUNCT fis-3408 221 14 ultimate ultimate ADJ fis-3408 221 15 load load NOUN fis-3408 221 16 , , PUNCT fis-3408 221 17 δu δu ADP fis-3408 221 18 = = PUNCT fis-3408 221 19 maximum maximum NOUN fis-3408 221 20 deflection deflection NOUN fis-3408 221 21 , , PUNCT fis-3408 221 22 μ μ NOUN fis-3408 221 23 = = SYM fis-3408 221 24 ductility ductility NOUN fis-3408 221 25 index index NOUN fis-3408 221 26 , , PUNCT fis-3408 221 27 cc cc NOUN fis-3408 221 28 = = SYM fis-3408 221 29 concrete concrete ADJ fis-3408 221 30 crushing crush VERB fis-3408 221 31 , , PUNCT fis-3408 221 32 and and CCONJ fis-3408 221 33 sf sf NOUN fis-3408 221 34 = = PUNCT fis-3408 221 35 shear shear NOUN fis-3408 221 36 failure failure NOUN fis-3408 221 37 . . PUNCT fis-3408 222 1 figure figure NOUN fis-3408 222 2 19 19 NUM fis-3408 222 3 : : PUNCT fis-3408 222 4 numerical numerical ADJ fis-3408 222 5 load load NOUN fis-3408 222 6 - - PUNCT fis-3408 222 7 deflection deflection NOUN fis-3408 222 8 relationship relationship NOUN fis-3408 222 9 for for ADP fis-3408 222 10 c1 c1 PROPN fis-3408 222 11 , , PUNCT fis-3408 222 12 cf1 cf1 PROPN fis-3408 222 13 , , PUNCT fis-3408 222 14 and and CCONJ fis-3408 222 15 sf1 sf1 PROPN fis-3408 222 16 techniques technique NOUN fis-3408 222 17 at at ADP fis-3408 222 18 min min PROPN fis-3408 222 19 .. .. SYM fis-3408 222 20 t t NOUN fis-3408 222 21 a.-a a.-a PROPN fis-3408 222 22 . . PUNCT fis-3408 223 1 a. a. NOUN fis-3408 223 2 a. a. PROPN fis-3408 223 3 graf graf PROPN fis-3408 223 4 et et PROPN fis-3408 223 5 al al PROPN fis-3408 223 6 . . PROPN fis-3408 223 7 , , PUNCT fis-3408 223 8 frattura frattura PROPN fis-3408 223 9 ed ed PROPN fis-3408 223 10 integrità integrità PROPN fis-3408 223 11 strutturale strutturale PROPN fis-3408 223 12 , , PUNCT fis-3408 223 13 60 60 NUM fis-3408 223 14 ( ( PUNCT fis-3408 223 15 2022 2022 NUM fis-3408 223 16 ) ) PUNCT fis-3408 223 17 310 310 NUM fis-3408 223 18 - - SYM fis-3408 223 19 330 330 NUM fis-3408 223 20 ; ; PUNCT fis-3408 223 21 doi doi NOUN fis-3408 223 22 : : PUNCT fis-3408 223 23 10.3221 10.3221 NUM fis-3408 223 24 / / SYM fis-3408 223 25 igf igf PROPN fis-3408 223 26 - - ADJ fis-3408 223 27 esis.60.22 esis.60.22 ADJ fis-3408 223 28 324 324 NUM fis-3408 223 29 fig fig NOUN fis-3408 223 30 . . PUNCT fis-3408 224 1 19 19 NUM fis-3408 224 2 shows show VERB fis-3408 224 3 the the DET fis-3408 224 4 numerical numerical ADJ fis-3408 224 5 relationship relationship NOUN fis-3408 224 6 between between ADP fis-3408 224 7 applied apply VERB fis-3408 224 8 load load NOUN fis-3408 224 9 and and CCONJ fis-3408 224 10 mid mid ADJ fis-3408 224 11 span span NOUN fis-3408 224 12 deflection deflection NOUN fis-3408 224 13 for for ADP fis-3408 224 14 c1 c1 NOUN fis-3408 224 15 , , PUNCT fis-3408 224 16 cf1 cf1 NOUN fis-3408 224 17 and and CCONJ fis-3408 224 18 sf1 sf1 PROPN fis-3408 224 19 beams beam NOUN fis-3408 224 20 at at ADP fis-3408 224 21 steel steel NOUN fis-3408 224 22 reinforcement reinforcement NOUN fis-3408 224 23 ratio ratio NOUN fis-3408 224 24 equals equal VERB fis-3408 224 25 to to ADP fis-3408 224 26 min min PROPN fis-3408 224 27 . . PUNCT fis-3408 225 1 the the DET fis-3408 225 2 numerical numerical ADJ fis-3408 225 3 results result NOUN fis-3408 225 4 showed show VERB fis-3408 225 5 that that SCONJ fis-3408 225 6 similar similar ADJ fis-3408 225 7 behaviors behavior NOUN fis-3408 225 8 as as SCONJ fis-3408 225 9 found find VERB fis-3408 225 10 in in ADP fis-3408 225 11 experimental experimental ADJ fis-3408 225 12 results result NOUN fis-3408 225 13 . . PUNCT fis-3408 226 1 the the DET fis-3408 226 2 behavior behavior NOUN fis-3408 226 3 started start VERB fis-3408 226 4 with with ADP fis-3408 226 5 linear linear ADJ fis-3408 226 6 response response NOUN fis-3408 226 7 up up ADP fis-3408 226 8 to to ADP fis-3408 226 9 cracking crack VERB fis-3408 226 10 load load NOUN fis-3408 226 11 , , PUNCT fis-3408 226 12 pcr pcr NOUN fis-3408 226 13 , , PUNCT fis-3408 226 14 and and CCONJ fis-3408 226 15 followed follow VERB fis-3408 226 16 by by ADP fis-3408 226 17 nonlinear nonlinear ADJ fis-3408 226 18 response response NOUN fis-3408 226 19 up up ADP fis-3408 226 20 to to ADP fis-3408 226 21 the the DET fis-3408 226 22 values value NOUN fis-3408 226 23 of of ADP fis-3408 226 24 maximum maximum ADJ fis-3408 226 25 load load NOUN fis-3408 226 26 , , PUNCT fis-3408 226 27 pu pu PROPN fis-3408 226 28 , , PUNCT fis-3408 226 29 and and CCONJ fis-3408 226 30 deflection deflection NOUN fis-3408 226 31 , , PUNCT fis-3408 226 32 u u X fis-3408 226 33 . . PUNCT fis-3408 227 1 moreover moreover ADV fis-3408 227 2 , , PUNCT fis-3408 227 3 sf1 sf1 PROPN fis-3408 227 4 beam beam PROPN fis-3408 227 5 showed show VERB fis-3408 227 6 higher high ADJ fis-3408 227 7 values value NOUN fis-3408 227 8 of of ADP fis-3408 227 9 pcr pcr NOUN fis-3408 227 10 and and CCONJ fis-3408 227 11 pu pu PROPN fis-3408 227 12 as as SCONJ fis-3408 227 13 compared compare VERB fis-3408 227 14 to to ADP fis-3408 227 15 c1 c1 PROPN fis-3408 227 16 and and CCONJ fis-3408 227 17 cf1 cf1 NOUN fis-3408 227 18 beams beam NOUN fis-3408 227 19 . . PUNCT fis-3408 228 1 this this DET fis-3408 228 2 behavior behavior NOUN fis-3408 228 3 can can AUX fis-3408 228 4 attribute attribute VERB fis-3408 228 5 to to ADP fis-3408 228 6 the the DET fis-3408 228 7 effect effect NOUN fis-3408 228 8 of of ADP fis-3408 228 9 steel steel NOUN fis-3408 228 10 fiber fiber NOUN fis-3408 228 11 confinement confinement NOUN fis-3408 228 12 which which PRON fis-3408 228 13 prevents prevent VERB fis-3408 228 14 the the DET fis-3408 228 15 early early ADJ fis-3408 228 16 compression compression NOUN fis-3408 228 17 failure failure NOUN fis-3408 228 18 and and CCONJ fis-3408 228 19 lets let VERB fis-3408 228 20 the the DET fis-3408 228 21 steel steel NOUN fis-3408 228 22 reinforcement reinforcement NOUN fis-3408 228 23 carry carry VERB fis-3408 228 24 additional additional ADJ fis-3408 228 25 loads load NOUN fis-3408 228 26 . . PUNCT fis-3408 229 1 the the DET fis-3408 229 2 numerical numerical ADJ fis-3408 229 3 failure failure NOUN fis-3408 229 4 modes mode NOUN fis-3408 229 5 of of ADP fis-3408 229 6 these these DET fis-3408 229 7 beams beam NOUN fis-3408 229 8 are be AUX fis-3408 229 9 given give VERB fis-3408 229 10 in in ADP fis-3408 229 11 fig fig NOUN fis-3408 229 12 . . PUNCT fis-3408 230 1 20 20 NUM fis-3408 230 2 a a DET fis-3408 230 3 , , PUNCT fis-3408 230 4 b b NOUN fis-3408 230 5 and and CCONJ fis-3408 230 6 c. c. PROPN fis-3408 230 7 all all DET fis-3408 230 8 beams beam NOUN fis-3408 230 9 showed show VERB fis-3408 230 10 tensile tensile NOUN fis-3408 230 11 cracks crack NOUN fis-3408 230 12 followed follow VERB fis-3408 230 13 by by ADP fis-3408 230 14 crushing crush VERB fis-3408 230 15 in in ADP fis-3408 230 16 compression compression NOUN fis-3408 230 17 zone zone NOUN fis-3408 230 18 . . PUNCT fis-3408 231 1 beam beam PROPN fis-3408 231 2 cf1 cf1 NOUN fis-3408 231 3 showed show VERB fis-3408 231 4 , , PUNCT fis-3408 231 5 also also ADV fis-3408 231 6 , , PUNCT fis-3408 231 7 de de ADJ fis-3408 231 8 - - ADJ fis-3408 231 9 bonding bonding ADJ fis-3408 231 10 failure failure NOUN fis-3408 231 11 for for ADP fis-3408 231 12 cfrp cfrp NOUN fis-3408 231 13 sheets sheet NOUN fis-3408 231 14 . . PUNCT fis-3408 232 1 a a DET fis-3408 232 2 ) ) PUNCT fis-3408 232 3 control control NOUN fis-3408 232 4 beam beam NOUN fis-3408 232 5 , , PUNCT fis-3408 232 6 c1 c1 PROPN fis-3408 232 7 . . PUNCT fis-3408 233 1 b b X fis-3408 233 2 ) ) PUNCT fis-3408 233 3 carbon carbon NOUN fis-3408 233 4 fiber fiber NOUN fis-3408 233 5 reinforced reinforce VERB fis-3408 233 6 polymers polymer NOUN fis-3408 233 7 technique technique NOUN fis-3408 233 8 , , PUNCT fis-3408 233 9 cf1 cf1 NOUN fis-3408 233 10 . . PUNCT fis-3408 234 1 c c X fis-3408 234 2 ) ) PUNCT fis-3408 234 3 steel steel NOUN fis-3408 234 4 fiber fiber NOUN fis-3408 234 5 reinforced reinforce VERB fis-3408 234 6 concrete concrete ADJ fis-3408 234 7 technique technique NOUN fis-3408 234 8 , , PUNCT fis-3408 234 9 sf1 sf1 PROPN fis-3408 234 10 . . PROPN fis-3408 234 11 figure figure NOUN fis-3408 234 12 20 20 NUM fis-3408 234 13 : : PUNCT fis-3408 234 14 the the DET fis-3408 234 15 crack crack NOUN fis-3408 234 16 patterns pattern NOUN fis-3408 234 17 ; ; PUNCT fis-3408 234 18 a a X fis-3408 234 19 ) ) PUNCT fis-3408 234 20 control control NOUN fis-3408 234 21 beam beam NOUN fis-3408 234 22 ( ( PUNCT fis-3408 234 23 c1 c1 PROPN fis-3408 234 24 ) ) PUNCT fis-3408 234 25 , , PUNCT fis-3408 234 26 b b X fis-3408 234 27 ) ) PUNCT fis-3408 234 28 carbon carbon NOUN fis-3408 234 29 fiber fiber NOUN fis-3408 234 30 reinforced reinforce VERB fis-3408 234 31 polymers polymer NOUN fis-3408 234 32 technique technique NOUN fis-3408 234 33 ( ( PUNCT fis-3408 234 34 cf1 cf1 NOUN fis-3408 234 35 ) ) PUNCT fis-3408 234 36 , , PUNCT fis-3408 234 37 and and CCONJ fis-3408 234 38 c c X fis-3408 234 39 ) ) PUNCT fis-3408 234 40 steel steel NOUN fis-3408 234 41 fiber fiber NOUN fis-3408 234 42 reinforced reinforce VERB fis-3408 234 43 concrete concrete ADJ fis-3408 234 44 technique technique NOUN fis-3408 234 45 ( ( PUNCT fis-3408 234 46 sf1 sf1 PROPN fis-3408 234 47 ) ) PUNCT fis-3408 234 48 . . PUNCT fis-3408 235 1 cfrps cfrps PROPN fis-3408 235 2 debonding debonding NOUN fis-3408 235 3 a.-a a.-a PROPN fis-3408 235 4 . . PUNCT fis-3408 236 1 a. a. NOUN fis-3408 236 2 a. a. PROPN fis-3408 236 3 graf graf PROPN fis-3408 236 4 et et PROPN fis-3408 236 5 al al PROPN fis-3408 236 6 . . PROPN fis-3408 236 7 , , PUNCT fis-3408 236 8 frattura frattura PROPN fis-3408 236 9 ed ed PROPN fis-3408 236 10 integrità integrità PROPN fis-3408 236 11 strutturale strutturale PROPN fis-3408 236 12 , , PUNCT fis-3408 236 13 60 60 NUM fis-3408 236 14 ( ( PUNCT fis-3408 236 15 2022 2022 NUM fis-3408 236 16 ) ) PUNCT fis-3408 236 17 310 310 NUM fis-3408 236 18 - - SYM fis-3408 236 19 330 330 NUM fis-3408 236 20 ; ; PUNCT fis-3408 236 21 doi doi NOUN fis-3408 236 22 : : PUNCT fis-3408 236 23 10.3221 10.3221 NUM fis-3408 236 24 / / SYM fis-3408 236 25 igf igf PROPN fis-3408 236 26 - - ADJ fis-3408 236 27 esis.60.22 esis.60.22 ADJ fis-3408 236 28 325 325 NUM fis-3408 236 29 cfrps cfrps PROPN fis-3408 236 30 debonding debonding NOUN fis-3408 236 31 figure figure NOUN fis-3408 236 32 21 21 NUM fis-3408 236 33 : : PUNCT fis-3408 236 34 numerical numerical ADJ fis-3408 236 35 load load NOUN fis-3408 236 36 - - PUNCT fis-3408 236 37 deflection deflection NOUN fis-3408 236 38 relationship relationship NOUN fis-3408 236 39 for for ADP fis-3408 236 40 c2 c2 PROPN fis-3408 236 41 , , PUNCT fis-3408 236 42 cf2 cf2 VERB fis-3408 236 43 and and CCONJ fis-3408 236 44 sf2 sf2 PROPN fis-3408 236 45 techniques technique NOUN fis-3408 236 46 at at ADP fis-3408 236 47 avg avg PROPN fis-3408 236 48 . . PUNCT fis-3408 237 1 the the DET fis-3408 237 2 numerical numerical ADJ fis-3408 237 3 results result NOUN fis-3408 237 4 of of ADP fis-3408 237 5 load load NOUN fis-3408 237 6 - - PUNCT fis-3408 237 7 mid mid ADJ fis-3408 237 8 span span NOUN fis-3408 237 9 deflection deflection NOUN fis-3408 237 10 for for ADP fis-3408 237 11 c2 c2 PROPN fis-3408 237 12 , , PUNCT fis-3408 237 13 cf2 cf2 VERB fis-3408 237 14 and and CCONJ fis-3408 237 15 sf2 sf2 PROPN fis-3408 237 16 beams beam NOUN fis-3408 237 17 are be AUX fis-3408 237 18 presented present VERB fis-3408 237 19 in in ADP fis-3408 237 20 fig fig NOUN fis-3408 237 21 . . PUNCT fis-3408 238 1 21 21 NUM fis-3408 238 2 at at ADP fis-3408 238 3 avg avg PROPN fis-3408 238 4 . . PUNCT fis-3408 239 1 typical typical ADJ fis-3408 239 2 behaviors behavior NOUN fis-3408 239 3 of of ADP fis-3408 239 4 linear linear ADJ fis-3408 239 5 and and CCONJ fis-3408 239 6 nonlinear nonlinear ADJ fis-3408 239 7 response response NOUN fis-3408 239 8 were be AUX fis-3408 239 9 found find VERB fis-3408 239 10 as as ADP fis-3408 239 11 in in ADP fis-3408 239 12 case case NOUN fis-3408 239 13 of of ADP fis-3408 239 14 min min PROPN fis-3408 239 15 with with ADP fis-3408 239 16 an an DET fis-3408 239 17 increase increase NOUN fis-3408 239 18 in in ADP fis-3408 239 19 the the DET fis-3408 239 20 value value NOUN fis-3408 239 21 of of ADP fis-3408 239 22 pcr pcr PROPN fis-3408 239 23 and and CCONJ fis-3408 239 24 pu pu PROPN fis-3408 239 25 as as SCONJ fis-3408 239 26 compared compare VERB fis-3408 239 27 to to ADP fis-3408 239 28 min min PROPN fis-3408 239 29 due due ADP fis-3408 239 30 to to PART fis-3408 239 31 increase increase VERB fis-3408 239 32 in in ADP fis-3408 239 33 the the DET fis-3408 239 34 ratio ratio NOUN fis-3408 239 35 of of ADP fis-3408 239 36 steel steel NOUN fis-3408 239 37 reinforcement reinforcement NOUN fis-3408 239 38 . . PUNCT fis-3408 240 1 on on ADP fis-3408 240 2 the the DET fis-3408 240 3 other other ADJ fis-3408 240 4 hand hand NOUN fis-3408 240 5 , , PUNCT fis-3408 240 6 the the DET fis-3408 240 7 values value NOUN fis-3408 240 8 of of ADP fis-3408 240 9 cracking cracking NOUN fis-3408 240 10 and and CCONJ fis-3408 240 11 maximum maximum ADJ fis-3408 240 12 deflection deflection NOUN fis-3408 240 13 were be AUX fis-3408 240 14 decreased decrease VERB fis-3408 240 15 as as SCONJ fis-3408 240 16 compared compare VERB fis-3408 240 17 to to ADP fis-3408 240 18 those those PRON fis-3408 240 19 of of ADP fis-3408 240 20 min min PROPN fis-3408 240 21 . . PUNCT fis-3408 240 22 fig fig NOUN fis-3408 240 23 . . PUNCT fis-3408 241 1 22 22 NUM fis-3408 242 1 a a DET fis-3408 242 2 , , PUNCT fis-3408 242 3 b b NOUN fis-3408 242 4 and and CCONJ fis-3408 242 5 c c AUX fis-3408 242 6 show show VERB fis-3408 242 7 crack crack NOUN fis-3408 242 8 pattern pattern NOUN fis-3408 242 9 for for ADP fis-3408 242 10 beams beam NOUN fis-3408 242 11 at at ADP fis-3408 242 12 steel steel NOUN fis-3408 242 13 reinforcement reinforcement NOUN fis-3408 242 14 equal equal ADJ fis-3408 242 15 to to ADP fis-3408 242 16 avg avg PROPN fis-3408 242 17 . . PUNCT fis-3408 243 1 a a DET fis-3408 243 2 ) ) PUNCT fis-3408 243 3 control control NOUN fis-3408 243 4 beam beam NOUN fis-3408 243 5 , , PUNCT fis-3408 243 6 c2 c2 PROPN fis-3408 243 7 . . PUNCT fis-3408 244 1 b b X fis-3408 244 2 ) ) PUNCT fis-3408 244 3 carbon carbon NOUN fis-3408 244 4 fiber fiber NOUN fis-3408 244 5 reinforced reinforce VERB fis-3408 244 6 polymers polymer NOUN fis-3408 244 7 technique technique NOUN fis-3408 244 8 , , PUNCT fis-3408 244 9 cf2 cf2 NOUN fis-3408 244 10 . . PUNCT fis-3408 244 11 a.-a a.-a PROPN fis-3408 244 12 . . PUNCT fis-3408 245 1 a. a. NOUN fis-3408 245 2 a. a. PROPN fis-3408 245 3 graf graf PROPN fis-3408 245 4 et et PROPN fis-3408 245 5 al al PROPN fis-3408 245 6 . . PROPN fis-3408 245 7 , , PUNCT fis-3408 245 8 frattura frattura PROPN fis-3408 245 9 ed ed PROPN fis-3408 245 10 integrità integrità PROPN fis-3408 245 11 strutturale strutturale PROPN fis-3408 245 12 , , PUNCT fis-3408 245 13 60 60 NUM fis-3408 245 14 ( ( PUNCT fis-3408 245 15 2022 2022 NUM fis-3408 245 16 ) ) PUNCT fis-3408 245 17 310 310 NUM fis-3408 245 18 - - SYM fis-3408 245 19 330 330 NUM fis-3408 245 20 ; ; PUNCT fis-3408 245 21 doi doi NOUN fis-3408 245 22 : : PUNCT fis-3408 245 23 10.3221 10.3221 NUM fis-3408 245 24 / / SYM fis-3408 245 25 igf igf PROPN fis-3408 245 26 - - ADJ fis-3408 245 27 esis.60.22 esis.60.22 ADJ fis-3408 245 28 326 326 NUM fis-3408 245 29 c c NOUN fis-3408 245 30 ) ) PUNCT fis-3408 245 31 steel steel NOUN fis-3408 245 32 fiber fiber NOUN fis-3408 245 33 reinforced reinforce VERB fis-3408 245 34 concrete concrete ADJ fis-3408 245 35 technique technique NOUN fis-3408 245 36 , , PUNCT fis-3408 245 37 sf2 sf2 PROPN fis-3408 245 38 . . PROPN fis-3408 245 39 figure figure NOUN fis-3408 245 40 22 22 NUM fis-3408 245 41 : : PUNCT fis-3408 245 42 the the DET fis-3408 245 43 crack crack NOUN fis-3408 245 44 patterns pattern NOUN fis-3408 245 45 ; ; PUNCT fis-3408 245 46 a a X fis-3408 245 47 ) ) PUNCT fis-3408 245 48 control control NOUN fis-3408 245 49 beam beam NOUN fis-3408 245 50 ( ( PUNCT fis-3408 245 51 c2 c2 PROPN fis-3408 245 52 ) ) PUNCT fis-3408 245 53 , , PUNCT fis-3408 245 54 b b X fis-3408 245 55 ) ) PUNCT fis-3408 245 56 carbon carbon NOUN fis-3408 245 57 fiber fiber NOUN fis-3408 245 58 reinforced reinforce VERB fis-3408 245 59 polymers polymer NOUN fis-3408 245 60 technique technique NOUN fis-3408 245 61 ( ( PUNCT fis-3408 245 62 cf2 cf2 PROPN fis-3408 245 63 ) ) PUNCT fis-3408 245 64 , , PUNCT fis-3408 245 65 and and CCONJ fis-3408 245 66 c c X fis-3408 245 67 ) ) PUNCT fis-3408 245 68 steel steel NOUN fis-3408 245 69 fiber fiber NOUN fis-3408 245 70 reinforced reinforce VERB fis-3408 245 71 concrete concrete ADJ fis-3408 245 72 technique technique NOUN fis-3408 245 73 ( ( PUNCT fis-3408 245 74 sf2 sf2 PROPN fis-3408 245 75 ) ) PUNCT fis-3408 245 76 . . PUNCT fis-3408 246 1 figure figure NOUN fis-3408 246 2 23 23 NUM fis-3408 246 3 : : PUNCT fis-3408 246 4 numerical numerical ADJ fis-3408 246 5 load load NOUN fis-3408 246 6 - - PUNCT fis-3408 246 7 deflection deflection NOUN fis-3408 246 8 relationship relationship NOUN fis-3408 246 9 for for ADP fis-3408 246 10 c3 c3 PROPN fis-3408 246 11 , , PUNCT fis-3408 246 12 cf3 cf3 PROPN fis-3408 246 13 and and CCONJ fis-3408 246 14 sf3 sf3 PROPN fis-3408 246 15 techniques technique NOUN fis-3408 246 16 at at ADP fis-3408 246 17 max max PROPN fis-3408 246 18 . . PROPN fis-3408 247 1 as as SCONJ fis-3408 247 2 the the DET fis-3408 247 3 ratio ratio NOUN fis-3408 247 4 of of ADP fis-3408 247 5 steel steel NOUN fis-3408 247 6 reinforcement reinforcement NOUN fis-3408 247 7 increases increase NOUN fis-3408 247 8 , , PUNCT fis-3408 247 9 beams beam NOUN fis-3408 247 10 of of ADP fis-3408 247 11 max max PROPN fis-3408 247 12 and and CCONJ fis-3408 247 13 max max NUM fis-3408 247 14 , , PUNCT fis-3408 247 15 typical typical ADJ fis-3408 247 16 numerical numerical ADJ fis-3408 247 17 behavior behavior NOUN fis-3408 247 18 for for ADP fis-3408 247 19 load load NOUN fis-3408 247 20 - - PUNCT fis-3408 247 21 deflection deflection NOUN fis-3408 247 22 was be AUX fis-3408 247 23 reported report VERB fis-3408 247 24 as as SCONJ fis-3408 247 25 shown show VERB fis-3408 247 26 in in ADP fis-3408 247 27 figs fig NOUN fis-3408 247 28 . . PUNCT fis-3408 248 1 23 23 NUM fis-3408 248 2 and and CCONJ fis-3408 248 3 25 25 NUM fis-3408 248 4 respectively respectively ADV fis-3408 248 5 . . PUNCT fis-3408 249 1 the the DET fis-3408 249 2 cracking cracking NOUN fis-3408 249 3 and and CCONJ fis-3408 249 4 maximum maximum ADJ fis-3408 249 5 load load NOUN fis-3408 249 6 of of ADP fis-3408 249 7 two two NUM fis-3408 249 8 beams beam NOUN fis-3408 249 9 were be AUX fis-3408 249 10 going go VERB fis-3408 249 11 to to PART fis-3408 249 12 increase increase VERB fis-3408 249 13 and and CCONJ fis-3408 249 14 deflection deflection NOUN fis-3408 249 15 decreases decrease NOUN fis-3408 249 16 . . PUNCT fis-3408 250 1 the the DET fis-3408 250 2 numerical numerical ADJ fis-3408 250 3 modes mode NOUN fis-3408 250 4 of of ADP fis-3408 250 5 failure failure NOUN fis-3408 250 6 for for ADP fis-3408 250 7 the the DET fis-3408 250 8 beams beam NOUN fis-3408 250 9 of of ADP fis-3408 250 10 max max PROPN fis-3408 250 11 and and CCONJ fis-3408 250 12 max max NOUN fis-3408 250 13 are be AUX fis-3408 250 14 given give VERB fis-3408 250 15 , , PUNCT fis-3408 250 16 also also ADV fis-3408 250 17 , , PUNCT fis-3408 250 18 in in ADP fis-3408 250 19 figs fig NOUN fis-3408 250 20 . . PUNCT fis-3408 251 1 24 24 NUM fis-3408 251 2 and and CCONJ fis-3408 251 3 26 26 NUM fis-3408 251 4 respectively respectively ADV fis-3408 251 5 . . PUNCT fis-3408 252 1 all all DET fis-3408 252 2 beams beam NOUN fis-3408 252 3 showed show VERB fis-3408 252 4 tensile tensile NOUN fis-3408 252 5 cracks crack NOUN fis-3408 252 6 followed follow VERB fis-3408 252 7 by by ADP fis-3408 252 8 crushing crush VERB fis-3408 252 9 in in ADP fis-3408 252 10 compression compression NOUN fis-3408 252 11 zone zone NOUN fis-3408 252 12 . . PUNCT fis-3408 253 1 fig fig NOUN fis-3408 253 2 . . PUNCT fis-3408 254 1 27 27 NUM fis-3408 254 2 shows show VERB fis-3408 254 3 the the DET fis-3408 254 4 numerical numerical ADJ fis-3408 254 5 behavior behavior NOUN fis-3408 254 6 of of ADP fis-3408 254 7 ductility ductility NOUN fis-3408 254 8 index index NOUN fis-3408 254 9 and and CCONJ fis-3408 254 10 strength strength NOUN fis-3408 254 11 ratio ratio NOUN fis-3408 254 12 with with ADP fis-3408 254 13 the the DET fis-3408 254 14 increase increase NOUN fis-3408 254 15 in in ADP fis-3408 254 16 steel steel NOUN fis-3408 254 17 reinforcement reinforcement NOUN fis-3408 254 18 ratio ratio NOUN fis-3408 254 19 for for ADP fis-3408 254 20 control control NOUN fis-3408 254 21 beams beam NOUN fis-3408 254 22 and and CCONJ fis-3408 254 23 confinement confinement NOUN fis-3408 254 24 beams beam NOUN fis-3408 254 25 . . PUNCT fis-3408 255 1 the the DET fis-3408 255 2 ductility ductility NOUN fis-3408 255 3 index index NOUN fis-3408 255 4 was be AUX fis-3408 255 5 calculated calculate VERB fis-3408 255 6 as as ADP fis-3408 255 7 the the DET fis-3408 255 8 ratio ratio NOUN fis-3408 255 9 between between ADP fis-3408 255 10 maximum maximum ADJ fis-3408 255 11 deflections deflection NOUN fis-3408 255 12 to to ADP fis-3408 255 13 the the DET fis-3408 255 14 first first ADJ fis-3408 255 15 cracking crack VERB fis-3408 255 16 deflection deflection NOUN fis-3408 255 17 . . PUNCT fis-3408 256 1 the the DET fis-3408 256 2 strength strength NOUN fis-3408 256 3 ratio ratio NOUN fis-3408 256 4 was be AUX fis-3408 256 5 calculated calculate VERB fis-3408 256 6 as as ADP fis-3408 256 7 the the DET fis-3408 256 8 ratio ratio NOUN fis-3408 256 9 between between ADP fis-3408 256 10 maximum maximum ADJ fis-3408 256 11 loads load NOUN fis-3408 256 12 to to ADP fis-3408 256 13 first first ADJ fis-3408 256 14 cracking cracking NOUN fis-3408 256 15 load load NOUN fis-3408 256 16 . . PUNCT fis-3408 257 1 from from ADP fis-3408 257 2 data datum NOUN fis-3408 257 3 in in ADP fis-3408 257 4 figures figure NOUN fis-3408 257 5 we we PRON fis-3408 257 6 found find VERB fis-3408 257 7 that that SCONJ fis-3408 257 8 , , PUNCT fis-3408 257 9 at at ADP fis-3408 257 10 min min PROPN fis-3408 257 11 , , PUNCT fis-3408 257 12 avg avg PROPN fis-3408 257 13 and and CCONJ fis-3408 257 14 max max PROPN fis-3408 257 15 the the DET fis-3408 257 16 steel steel NOUN fis-3408 257 17 fiber fiber NOUN fis-3408 257 18 confinement confinement NOUN fis-3408 257 19 technique technique NOUN fis-3408 257 20 gives give VERB fis-3408 257 21 more more ADJ fis-3408 257 22 ductility ductility NOUN fis-3408 257 23 than than ADP fis-3408 257 24 cfrp cfrp NOUN fis-3408 257 25 technique technique NOUN fis-3408 257 26 . . PUNCT fis-3408 258 1 moreover moreover ADV fis-3408 258 2 , , PUNCT fis-3408 258 3 the the DET fis-3408 258 4 sf sf PROPN fis-3408 258 5 confinement confinement NOUN fis-3408 258 6 technique technique NOUN fis-3408 258 7 was be AUX fis-3408 258 8 improved improve VERB fis-3408 258 9 the the DET fis-3408 258 10 strength strength NOUN fis-3408 258 11 ratio ratio NOUN fis-3408 258 12 at at ADP fis-3408 258 13 all all DET fis-3408 258 14 steel steel NOUN fis-3408 258 15 reinforcement reinforcement NOUN fis-3408 258 16 ratios ratio NOUN fis-3408 258 17 with with ADP fis-3408 258 18 slightly slightly ADV fis-3408 258 19 decreasing decrease VERB fis-3408 258 20 in in ADP fis-3408 258 21 case case NOUN fis-3408 258 22 of of ADP fis-3408 258 23 cfrp cfrp PROPN fis-3408 258 24 . . PUNCT fis-3408 259 1 a.-a a.-a PROPN fis-3408 259 2 . . PUNCT fis-3408 260 1 a. a. NOUN fis-3408 260 2 a. a. PROPN fis-3408 260 3 graf graf PROPN fis-3408 260 4 et et PROPN fis-3408 260 5 al al PROPN fis-3408 260 6 . . PROPN fis-3408 260 7 , , PUNCT fis-3408 260 8 frattura frattura PROPN fis-3408 260 9 ed ed PROPN fis-3408 260 10 integrità integrità PROPN fis-3408 260 11 strutturale strutturale PROPN fis-3408 260 12 , , PUNCT fis-3408 260 13 60 60 NUM fis-3408 260 14 ( ( PUNCT fis-3408 260 15 2022 2022 NUM fis-3408 260 16 ) ) PUNCT fis-3408 260 17 310 310 NUM fis-3408 260 18 - - SYM fis-3408 260 19 330 330 NUM fis-3408 260 20 ; ; PUNCT fis-3408 260 21 doi doi NOUN fis-3408 260 22 : : PUNCT fis-3408 260 23 10.3221 10.3221 NUM fis-3408 260 24 / / SYM fis-3408 260 25 igf igf NOUN fis-3408 260 26 - - ADJ fis-3408 260 27 esis.60.22 esis.60.22 ADJ fis-3408 260 28 327 327 NUM fis-3408 260 29 a a PRON fis-3408 260 30 ) ) PUNCT fis-3408 260 31 control control NOUN fis-3408 260 32 beam beam NOUN fis-3408 260 33 , , PUNCT fis-3408 260 34 c3 c3 PROPN fis-3408 260 35 . . PUNCT fis-3408 261 1 b b X fis-3408 261 2 ) ) PUNCT fis-3408 261 3 carbon carbon NOUN fis-3408 261 4 fiber fiber NOUN fis-3408 261 5 reinforced reinforce VERB fis-3408 261 6 polymers polymer NOUN fis-3408 261 7 technique technique NOUN fis-3408 261 8 , , PUNCT fis-3408 261 9 cf3 cf3 NOUN fis-3408 261 10 . . PUNCT fis-3408 262 1 c c X fis-3408 262 2 ) ) PUNCT fis-3408 262 3 steel steel NOUN fis-3408 262 4 fiber fiber NOUN fis-3408 262 5 reinforced reinforce VERB fis-3408 262 6 concrete concrete ADJ fis-3408 262 7 technique technique NOUN fis-3408 262 8 , , PUNCT fis-3408 262 9 sf3 sf3 PROPN fis-3408 262 10 . . PUNCT fis-3408 262 11 figure figure NOUN fis-3408 262 12 24 24 NUM fis-3408 262 13 : : PUNCT fis-3408 262 14 the the DET fis-3408 262 15 crack crack NOUN fis-3408 262 16 patterns pattern NOUN fis-3408 262 17 ; ; PUNCT fis-3408 262 18 a a X fis-3408 262 19 ) ) PUNCT fis-3408 262 20 control control NOUN fis-3408 262 21 beam beam NOUN fis-3408 262 22 ( ( PUNCT fis-3408 262 23 c3 c3 PROPN fis-3408 262 24 ) ) PUNCT fis-3408 262 25 , , PUNCT fis-3408 262 26 b b X fis-3408 262 27 ) ) PUNCT fis-3408 262 28 carbon carbon NOUN fis-3408 262 29 fiber fiber NOUN fis-3408 262 30 reinforced reinforce VERB fis-3408 262 31 polymers polymer NOUN fis-3408 262 32 technique technique NOUN fis-3408 262 33 ( ( PUNCT fis-3408 262 34 cf3 cf3 NOUN fis-3408 262 35 ) ) PUNCT fis-3408 262 36 , , PUNCT fis-3408 262 37 and and CCONJ fis-3408 262 38 c c X fis-3408 262 39 ) ) PUNCT fis-3408 262 40 steel steel NOUN fis-3408 262 41 fiber fiber NOUN fis-3408 262 42 reinforced reinforce VERB fis-3408 262 43 concrete concrete ADJ fis-3408 262 44 technique technique NOUN fis-3408 262 45 ( ( PUNCT fis-3408 262 46 sf3 sf3 PROPN fis-3408 262 47 ) ) PUNCT fis-3408 262 48 . . PUNCT fis-3408 263 1 a.-a a.-a PROPN fis-3408 263 2 . . PUNCT fis-3408 263 3 a. a. NOUN fis-3408 263 4 a. a. PROPN fis-3408 263 5 graf graf PROPN fis-3408 263 6 et et PROPN fis-3408 263 7 al al PROPN fis-3408 263 8 . . PROPN fis-3408 263 9 , , PUNCT fis-3408 263 10 frattura frattura PROPN fis-3408 263 11 ed ed PROPN fis-3408 263 12 integrità integrità PROPN fis-3408 263 13 strutturale strutturale PROPN fis-3408 263 14 , , PUNCT fis-3408 263 15 60 60 NUM fis-3408 263 16 ( ( PUNCT fis-3408 263 17 2022 2022 NUM fis-3408 263 18 ) ) PUNCT fis-3408 263 19 310 310 NUM fis-3408 263 20 - - SYM fis-3408 263 21 330 330 NUM fis-3408 263 22 ; ; PUNCT fis-3408 263 23 doi doi NOUN fis-3408 263 24 : : PUNCT fis-3408 263 25 10.3221 10.3221 NUM fis-3408 263 26 / / SYM fis-3408 263 27 igf igf PROPN fis-3408 263 28 - - ADJ fis-3408 263 29 esis.60.22 esis.60.22 ADJ fis-3408 263 30 328 328 NUM fis-3408 263 31 figure figure NOUN fis-3408 263 32 25 25 NUM fis-3408 263 33 : : PUNCT fis-3408 263 34 numerical numerical ADJ fis-3408 263 35 load load NOUN fis-3408 263 36 - - PUNCT fis-3408 263 37 deflection deflection NOUN fis-3408 263 38 relationship relationship NOUN fis-3408 263 39 for for ADP fis-3408 263 40 c4 c4 NOUN fis-3408 263 41 , , PUNCT fis-3408 263 42 cf4 cf4 PROPN fis-3408 263 43 and and CCONJ fis-3408 263 44 sf4 sf4 NOUN fis-3408 263 45 techniques technique NOUN fis-3408 263 46 at at ADP fis-3408 263 47 max max PROPN fis-3408 263 48 . . PUNCT fis-3408 264 1 a a DET fis-3408 264 2 ) ) PUNCT fis-3408 264 3 control control NOUN fis-3408 264 4 beam beam NOUN fis-3408 264 5 , , PUNCT fis-3408 264 6 c4 c4 NOUN fis-3408 264 7 . . PUNCT fis-3408 265 1 b b X fis-3408 265 2 ) ) PUNCT fis-3408 265 3 carbon carbon NOUN fis-3408 265 4 fiber fiber NOUN fis-3408 265 5 reinforced reinforce VERB fis-3408 265 6 polymers polymer NOUN fis-3408 265 7 technique technique NOUN fis-3408 265 8 , , PUNCT fis-3408 265 9 cf4 cf4 PROPN fis-3408 265 10 . . PUNCT fis-3408 266 1 cfrps cfrps PROPN fis-3408 266 2 debonding debonding NOUN fis-3408 266 3 a.-a a.-a PROPN fis-3408 266 4 . . PUNCT fis-3408 267 1 a. a. NOUN fis-3408 267 2 a. a. PROPN fis-3408 267 3 graf graf PROPN fis-3408 267 4 et et PROPN fis-3408 267 5 al al PROPN fis-3408 267 6 . . PROPN fis-3408 267 7 , , PUNCT fis-3408 267 8 frattura frattura PROPN fis-3408 267 9 ed ed PROPN fis-3408 267 10 integrità integrità PROPN fis-3408 267 11 strutturale strutturale PROPN fis-3408 267 12 , , PUNCT fis-3408 267 13 60 60 NUM fis-3408 267 14 ( ( PUNCT fis-3408 267 15 2022 2022 NUM fis-3408 267 16 ) ) PUNCT fis-3408 267 17 310 310 NUM fis-3408 267 18 - - SYM fis-3408 267 19 330 330 NUM fis-3408 267 20 ; ; PUNCT fis-3408 267 21 doi doi NOUN fis-3408 267 22 : : PUNCT fis-3408 267 23 10.3221 10.3221 NUM fis-3408 267 24 / / SYM fis-3408 267 25 igf igf PROPN fis-3408 267 26 - - ADJ fis-3408 267 27 esis.60.22 esis.60.22 ADJ fis-3408 267 28 329 329 NUM fis-3408 267 29 c c NOUN fis-3408 267 30 ) ) PUNCT fis-3408 267 31 steel steel NOUN fis-3408 267 32 fiber fiber NOUN fis-3408 267 33 reinforced reinforce VERB fis-3408 267 34 concrete concrete ADJ fis-3408 267 35 technique technique NOUN fis-3408 267 36 , , PUNCT fis-3408 267 37 sf4 sf4 PROPN fis-3408 267 38 . . PROPN fis-3408 267 39 figure figure NOUN fis-3408 267 40 26 26 NUM fis-3408 267 41 : : PUNCT fis-3408 267 42 the the DET fis-3408 267 43 crack crack NOUN fis-3408 267 44 patterns pattern NOUN fis-3408 267 45 ; ; PUNCT fis-3408 267 46 a a X fis-3408 267 47 ) ) PUNCT fis-3408 267 48 control control NOUN fis-3408 267 49 beam beam NOUN fis-3408 267 50 ( ( PUNCT fis-3408 267 51 c4 c4 NOUN fis-3408 267 52 ) ) PUNCT fis-3408 267 53 , , PUNCT fis-3408 267 54 b b X fis-3408 267 55 ) ) PUNCT fis-3408 267 56 carbon carbon NOUN fis-3408 267 57 fiber fiber NOUN fis-3408 267 58 reinforced reinforce VERB fis-3408 267 59 polymers polymer NOUN fis-3408 267 60 technique technique NOUN fis-3408 267 61 ( ( PUNCT fis-3408 267 62 cf4 cf4 PROPN fis-3408 267 63 ) ) PUNCT fis-3408 267 64 , , PUNCT fis-3408 267 65 and and CCONJ fis-3408 267 66 c c X fis-3408 267 67 ) ) PUNCT fis-3408 267 68 steel steel NOUN fis-3408 267 69 fiber fiber NOUN fis-3408 267 70 reinforced reinforce VERB fis-3408 267 71 concrete concrete ADJ fis-3408 267 72 technique technique NOUN fis-3408 267 73 ( ( PUNCT fis-3408 267 74 sf4 sf4 NOUN fis-3408 267 75 ) ) PUNCT fis-3408 267 76 . . PUNCT fis-3408 268 1 a a DET fis-3408 268 2 ) ) PUNCT fis-3408 268 3 ductility ductility NOUN fis-3408 268 4 . . PUNCT fis-3408 269 1 b b X fis-3408 269 2 ) ) PUNCT fis-3408 269 3 strength strength NOUN fis-3408 269 4 . . PUNCT fis-3408 270 1 figure figure VERB fis-3408 270 2 27 27 NUM fis-3408 270 3 : : PUNCT fis-3408 270 4 effect effect NOUN fis-3408 270 5 of of ADP fis-3408 270 6 confinement confinement ADJ fis-3408 270 7 techniques technique NOUN fis-3408 270 8 on on ADP fis-3408 270 9 ; ; PUNCT fis-3408 270 10 a a DET fis-3408 270 11 ) ) PUNCT fis-3408 270 12 ductility ductility NOUN fis-3408 270 13 , , PUNCT fis-3408 270 14 b b NOUN fis-3408 270 15 ) ) PUNCT fis-3408 270 16 strength strength NOUN fis-3408 270 17 . . PUNCT fis-3408 271 1 conclusions conclusion NOUN fis-3408 271 2 n n CCONJ fis-3408 271 3 experimental experimental ADJ fis-3408 271 4 and and CCONJ fis-3408 271 5 numerical numerical ADJ fis-3408 271 6 study study NOUN fis-3408 271 7 was be AUX fis-3408 271 8 conducted conduct VERB fis-3408 271 9 , , PUNCT fis-3408 271 10 including include VERB fis-3408 271 11 testing test VERB fis-3408 271 12 and and CCONJ fis-3408 271 13 simulating simulate VERB fis-3408 271 14 twelve twelve NUM fis-3408 271 15 samples sample NOUN fis-3408 271 16 of of ADP fis-3408 271 17 high high ADJ fis-3408 271 18 strength strength NOUN fis-3408 271 19 reinforced reinforce VERB fis-3408 271 20 concrete concrete ADJ fis-3408 271 21 beams beam NOUN fis-3408 271 22 with with ADP fis-3408 271 23 different different ADJ fis-3408 271 24 compression compression NOUN fis-3408 271 25 confinement confinement NOUN fis-3408 271 26 techniques technique NOUN fis-3408 271 27 . . PUNCT fis-3408 272 1 the the DET fis-3408 272 2 following follow VERB fis-3408 272 3 conclusions conclusion NOUN fis-3408 272 4 can can AUX fis-3408 272 5 be be AUX fis-3408 272 6 written write VERB fis-3408 272 7 from from ADP fis-3408 272 8 this this DET fis-3408 272 9 study study NOUN fis-3408 272 10 : : PUNCT fis-3408 272 11 1for 1for NUM fis-3408 272 12 steel steel NOUN fis-3408 272 13 fiber fiber NOUN fis-3408 272 14 reinforced reinforce VERB fis-3408 272 15 confinement confinement NOUN fis-3408 272 16 technique technique NOUN fis-3408 272 17 the the DET fis-3408 272 18 cracking cracking NOUN fis-3408 272 19 load load NOUN fis-3408 272 20 value value NOUN fis-3408 272 21 was be AUX fis-3408 272 22 improved improve VERB fis-3408 272 23 by by ADP fis-3408 272 24 about about ADV fis-3408 272 25 108.4 108.4 NUM fis-3408 272 26 % % NOUN fis-3408 272 27 and and CCONJ fis-3408 272 28 the the DET fis-3408 272 29 maximum maximum ADJ fis-3408 272 30 load load NOUN fis-3408 272 31 was be AUX fis-3408 272 32 improved improve VERB fis-3408 272 33 by by ADP fis-3408 272 34 about about ADV fis-3408 272 35 52.73 52.73 NUM fis-3408 272 36 % % NOUN fis-3408 272 37 at at ADP fis-3408 272 38 minimum minimum ADJ fis-3408 272 39 area area NOUN fis-3408 272 40 of of ADP fis-3408 272 41 steel steel NOUN fis-3408 272 42 reinforcement reinforcement NOUN fis-3408 272 43 . . PUNCT fis-3408 273 1 2the 2the DET fis-3408 273 2 steel steel NOUN fis-3408 273 3 fiber fiber NOUN fis-3408 273 4 strengthening strengthen VERB fis-3408 273 5 techniques technique NOUN fis-3408 273 6 increases increase VERB fis-3408 273 7 the the DET fis-3408 273 8 ultimate ultimate ADJ fis-3408 273 9 load load NOUN fis-3408 273 10 by by ADP fis-3408 273 11 about about ADV fis-3408 273 12 48.7 48.7 NUM fis-3408 273 13 % % NOUN fis-3408 273 14 at at ADP fis-3408 273 15 average average ADJ fis-3408 273 16 area area NOUN fis-3408 273 17 of of ADP fis-3408 273 18 steel steel NOUN fis-3408 273 19 reinforcement reinforcement NOUN fis-3408 273 20 . . PUNCT fis-3408 274 1 3for 3for ADP fis-3408 274 2 maximum maximum ADJ fis-3408 274 3 steel steel NOUN fis-3408 274 4 reinforcement reinforcement NOUN fis-3408 274 5 ratios ratio NOUN fis-3408 274 6 , , PUNCT fis-3408 274 7 using use VERB fis-3408 274 8 the the DET fis-3408 274 9 steel steel NOUN fis-3408 274 10 fiber fiber NOUN fis-3408 274 11 reinforced reinforce VERB fis-3408 274 12 technique technique NOUN fis-3408 274 13 can can AUX fis-3408 274 14 increase increase VERB fis-3408 274 15 the the DET fis-3408 274 16 strength strength NOUN fis-3408 274 17 and and CCONJ fis-3408 274 18 ductility ductility NOUN fis-3408 274 19 ratios ratio NOUN fis-3408 274 20 by by ADP fis-3408 274 21 8 8 NUM fis-3408 274 22 % % NOUN fis-3408 274 23 and and CCONJ fis-3408 274 24 118 118 NUM fis-3408 274 25 % % NOUN fis-3408 274 26 respectively respectively ADV fis-3408 274 27 . . PUNCT fis-3408 275 1 4using 4use VERB fis-3408 275 2 carbon carbon NOUN fis-3408 275 3 fiber fiber NOUN fis-3408 275 4 reinforced reinforce VERB fis-3408 275 5 polymers polymer NOUN fis-3408 275 6 technique technique NOUN fis-3408 275 7 has have VERB fis-3408 275 8 a a DET fis-3408 275 9 slight slight ADJ fis-3408 275 10 effect effect NOUN fis-3408 275 11 on on ADP fis-3408 275 12 the the DET fis-3408 275 13 strength strength NOUN fis-3408 275 14 and and CCONJ fis-3408 275 15 ductility ductility NOUN fis-3408 275 16 index index NOUN fis-3408 275 17 . . PUNCT fis-3408 276 1 a a DET fis-3408 276 2 steel steel NOUN fis-3408 276 3 stresses stress NOUN fis-3408 276 4 a.-a a.-a NOUN fis-3408 276 5 . . PUNCT fis-3408 276 6 a. a. NOUN fis-3408 276 7 a. a. PROPN fis-3408 276 8 graf graf PROPN fis-3408 276 9 et et PROPN fis-3408 276 10 al al PROPN fis-3408 276 11 . . PROPN fis-3408 276 12 , , PUNCT fis-3408 276 13 frattura frattura PROPN fis-3408 276 14 ed ed PROPN fis-3408 276 15 integrità integrità PROPN fis-3408 276 16 strutturale strutturale PROPN fis-3408 276 17 , , PUNCT fis-3408 276 18 60 60 NUM fis-3408 276 19 ( ( PUNCT fis-3408 276 20 2022 2022 NUM fis-3408 276 21 ) ) PUNCT fis-3408 276 22 310 310 NUM fis-3408 276 23 - - SYM fis-3408 276 24 330 330 NUM fis-3408 276 25 ; ; PUNCT fis-3408 276 26 doi doi NOUN fis-3408 276 27 : : PUNCT fis-3408 276 28 10.3221 10.3221 NUM fis-3408 276 29 / / SYM fis-3408 276 30 igf igf PROPN fis-3408 276 31 - - ADJ fis-3408 276 32 esis.60.22 esis.60.22 ADJ fis-3408 276 33 330 330 NUM fis-3408 276 34 5for 5for PROPN fis-3408 276 35 steel steel NOUN fis-3408 276 36 reinforcement reinforcement NOUN fis-3408 276 37 ratios ratio NOUN fis-3408 276 38 more more ADJ fis-3408 276 39 than than ADP fis-3408 276 40 the the DET fis-3408 276 41 maximum maximum ADJ fis-3408 276 42 ratios ratio NOUN fis-3408 276 43 , , PUNCT fis-3408 276 44 using use VERB fis-3408 276 45 the the DET fis-3408 276 46 steel steel NOUN fis-3408 276 47 fiber fiber NOUN fis-3408 276 48 reinforced reinforce VERB fis-3408 276 49 technique technique NOUN fis-3408 276 50 can can AUX fis-3408 276 51 increase increase VERB fis-3408 276 52 the the DET fis-3408 276 53 strength strength NOUN fis-3408 276 54 and and CCONJ fis-3408 276 55 ductility ductility NOUN fis-3408 276 56 ratios ratio NOUN fis-3408 276 57 by by ADP fis-3408 276 58 5 5 NUM fis-3408 276 59 % % NOUN fis-3408 276 60 and and CCONJ fis-3408 276 61 48 48 NUM fis-3408 276 62 % % NOUN fis-3408 276 63 respectively respectively ADV fis-3408 276 64 . . PUNCT fis-3408 277 1 6the 6the PROPN fis-3408 277 2 numerical numerical ADJ fis-3408 277 3 results result NOUN fis-3408 277 4 and and CCONJ fis-3408 277 5 experimental experimental ADJ fis-3408 277 6 results result NOUN fis-3408 277 7 in in ADP fis-3408 277 8 this this DET fis-3408 277 9 work work NOUN fis-3408 277 10 were be AUX fis-3408 277 11 not not PART fis-3408 277 12 identical identical ADJ fis-3408 277 13 in in ADP fis-3408 277 14 values value NOUN fis-3408 277 15 but but CCONJ fis-3408 277 16 they they PRON fis-3408 277 17 showed show VERB fis-3408 277 18 that that SCONJ fis-3408 277 19 similar similar ADJ fis-3408 277 20 behaviors behavior NOUN fis-3408 277 21 as as SCONJ fis-3408 277 22 found find VERB fis-3408 277 23 in in ADP fis-3408 277 24 the the DET fis-3408 277 25 results result NOUN fis-3408 277 26 of of ADP fis-3408 277 27 ductility ductility NOUN fis-3408 277 28 index index NOUN fis-3408 277 29 and and CCONJ fis-3408 277 30 strength strength NOUN fis-3408 277 31 ratio ratio NOUN fis-3408 277 32 with with ADP fis-3408 277 33 the the DET fis-3408 277 34 tensile tensile NOUN fis-3408 277 35 area area NOUN fis-3408 277 36 of of ADP fis-3408 277 37 steel steel NOUN fis-3408 277 38 reinforcement reinforcement NOUN fis-3408 277 39 ratio ratio NOUN fis-3408 277 40 . . PUNCT fis-3408 278 1 references reference NOUN fis-3408 278 2 [ [ X fis-3408 278 3 1 1 NUM fis-3408 278 4 ] ] X fis-3408 278 5 deng deng PROPN fis-3408 278 6 , , PUNCT fis-3408 278 7 m. m. NOUN fis-3408 278 8 , , PUNCT fis-3408 278 9 zhang zhang PROPN fis-3408 278 10 , , PUNCT fis-3408 278 11 m. m. NOUN fis-3408 278 12 , , PUNCT fis-3408 278 13 ma ma PROPN fis-3408 278 14 , , PUNCT fis-3408 278 15 f. f. PROPN fis-3408 278 16 , , PUNCT fis-3408 278 17 li li PROPN fis-3408 278 18 , , PUNCT fis-3408 278 19 f. f. PROPN fis-3408 278 20 , , PUNCT fis-3408 278 21 sun sun PROPN fis-3408 278 22 , , PUNCT fis-3408 278 23 h. h. PROPN fis-3408 278 24 ( ( PUNCT fis-3408 278 25 2021 2021 NUM fis-3408 278 26 ) ) PUNCT fis-3408 278 27 . . PUNCT fis-3408 279 1 flexural flexural ADJ fis-3408 279 2 strengthening strengthening NOUN fis-3408 279 3 of of ADP fis-3408 279 4 over over ADV fis-3408 279 5 - - PUNCT fis-3408 279 6 reinforced reinforce VERB fis-3408 279 7 concrete concrete ADJ fis-3408 279 8 beams beam NOUN fis-3408 279 9 with with ADP fis-3408 279 10 highly highly ADV fis-3408 279 11 ductile ductile ADJ fis-3408 279 12 fiber fiber NOUN fis-3408 279 13 - - PUNCT fis-3408 279 14 reinforced reinforce VERB fis-3408 279 15 concrete concrete ADJ fis-3408 279 16 layer layer NOUN fis-3408 279 17 , , PUNCT fis-3408 279 18 engineering engineering NOUN fis-3408 279 19 structures structure NOUN fis-3408 279 20 , , PUNCT fis-3408 279 21 231 231 NUM fis-3408 279 22 , , PUNCT fis-3408 279 23 111725 111725 NUM fis-3408 279 24 . . PUNCT fis-3408 280 1 [ [ X fis-3408 280 2 2 2 NUM fis-3408 280 3 ] ] X fis-3408 280 4 pinto pinto NOUN fis-3408 280 5 , , PUNCT fis-3408 280 6 d. d. PROPN fis-3408 280 7 g. g. PROPN fis-3408 280 8 , , PUNCT fis-3408 280 9 bernardo bernardo PROPN fis-3408 280 10 , , PUNCT fis-3408 280 11 l. l. PROPN fis-3408 280 12 f. f. PROPN fis-3408 280 13 a. a. PROPN fis-3408 280 14 and and CCONJ fis-3408 280 15 de de PROPN fis-3408 280 16 oliveira oliveira PROPN fis-3408 280 17 , , PUNCT fis-3408 280 18 l. l. PROPN fis-3408 280 19 a. a. PROPN fis-3408 280 20 p. p. PROPN fis-3408 280 21 ( ( PUNCT fis-3408 280 22 2006 2006 NUM fis-3408 280 23 ) ) PUNCT fis-3408 280 24 . . PUNCT fis-3408 281 1 influence influence NOUN fis-3408 281 2 of of ADP fis-3408 281 3 confinement confinement NOUN fis-3408 281 4 with with ADP fis-3408 281 5 transverse transverse NOUN fis-3408 281 6 reinforcement reinforcement NOUN fis-3408 281 7 on on ADP fis-3408 281 8 the the DET fis-3408 281 9 flexural flexural ADJ fis-3408 281 10 ductility ductility NOUN fis-3408 281 11 of of ADP fis-3408 281 12 high high ADJ fis-3408 281 13 - - PUNCT fis-3408 281 14 strength strength NOUN fis-3408 281 15 concrete concrete ADJ fis-3408 281 16 beams beam NOUN fis-3408 281 17 . . PUNCT fis-3408 282 1 inocs inoc NOUN fis-3408 282 2 06 06 NUM fis-3408 282 3 , , PUNCT fis-3408 282 4 international international ADJ fis-3408 282 5 conference conference NOUN fis-3408 282 6 on on ADP fis-3408 282 7 concrete concrete NOUN fis-3408 282 8 for for ADP fis-3408 282 9 structures structure NOUN fis-3408 282 10 , , PUNCT fis-3408 282 11 rio rio PROPN fis-3408 282 12 de de PROPN fis-3408 282 13 janeiro janeiro PROPN fis-3408 282 14 , , PUNCT fis-3408 282 15 brazil brazil PROPN fis-3408 282 16 . . PUNCT fis-3408 283 1 [ [ X fis-3408 283 2 3 3 NUM fis-3408 283 3 ] ] X fis-3408 283 4 kwan kwan PROPN fis-3408 283 5 , , PUNCT fis-3408 283 6 a. a. NOUN fis-3408 283 7 and and CCONJ fis-3408 283 8 ho ho PROPN fis-3408 283 9 , , PUNCT fis-3408 283 10 j. j. PROPN fis-3408 283 11 ( ( PUNCT fis-3408 283 12 2010 2010 NUM fis-3408 283 13 ) ) PUNCT fis-3408 283 14 . . PUNCT fis-3408 284 1 ductility ductility NOUN fis-3408 284 2 design design NOUN fis-3408 284 3 of of ADP fis-3408 284 4 high high ADJ fis-3408 284 5 - - PUNCT fis-3408 284 6 strength strength NOUN fis-3408 284 7 concrete concrete ADJ fis-3408 284 8 beams beam NOUN fis-3408 284 9 and and CCONJ fis-3408 284 10 columns column NOUN fis-3408 284 11 , , PUNCT fis-3408 284 12 ” " PUNCT fis-3408 284 13 advances advance NOUN fis-3408 284 14 in in ADP fis-3408 284 15 structural structural ADJ fis-3408 284 16 engineering engineering NOUN fis-3408 284 17 , , PUNCT fis-3408 284 18 14(4 14(4 NUM fis-3408 284 19 ) ) PUNCT fis-3408 284 20 , , PUNCT fis-3408 284 21 pp pp ADP fis-3408 284 22 . . PUNCT fis-3408 285 1 651 651 NUM fis-3408 285 2 - - SYM fis-3408 285 3 664 664 NUM fis-3408 285 4 . . PUNCT fis-3408 286 1 [ [ X fis-3408 286 2 4 4 NUM fis-3408 286 3 ] ] X fis-3408 286 4 hadi hadi NOUN fis-3408 286 5 , , PUNCT fis-3408 286 6 m. m. NOUN fis-3408 286 7 n. n. PROPN fis-3408 286 8 and and CCONJ fis-3408 286 9 elbasha elbasha PROPN fis-3408 286 10 , , PUNCT fis-3408 286 11 n. n. NOUN fis-3408 286 12 ( ( PUNCT fis-3408 286 13 2008 2008 NUM fis-3408 286 14 ) ) PUNCT fis-3408 286 15 . . PUNCT fis-3408 287 1 displacement displacement ADJ fis-3408 287 2 ductility ductility NOUN fis-3408 287 3 of of ADP fis-3408 287 4 helically helically ADV fis-3408 287 5 confined confine VERB fis-3408 287 6 hsc hsc NOUN fis-3408 287 7 beams beam NOUN fis-3408 287 8 . . PUNCT fis-3408 288 1 the the DET fis-3408 288 2 open open ADJ fis-3408 288 3 construction construction NOUN fis-3408 288 4 and and CCONJ fis-3408 288 5 building building NOUN fis-3408 288 6 technology technology NOUN fis-3408 288 7 journal journal NOUN fis-3408 288 8 , , PUNCT fis-3408 288 9 2 2 NUM fis-3408 288 10 , , PUNCT fis-3408 288 11 pp pp ADJ fis-3408 288 12 . . PUNCT fis-3408 289 1 270 270 NUM fis-3408 289 2 - - SYM fis-3408 289 3 279 279 NUM fis-3408 289 4 . . PUNCT fis-3408 290 1 [ [ X fis-3408 290 2 5 5 NUM fis-3408 290 3 ] ] PUNCT fis-3408 290 4 razvi razvi VERB fis-3408 290 5 , , PUNCT fis-3408 290 6 s. s. PROPN fis-3408 290 7 w. w. PROPN fis-3408 290 8 n. n. PROPN fis-3408 290 9 and and CCONJ fis-3408 290 10 shaikh shaikh PROPN fis-3408 290 11 , , PUNCT fis-3408 290 12 m. m. NOUN fis-3408 290 13 , , PUNCT fis-3408 290 14 ( ( PUNCT fis-3408 290 15 2018 2018 NUM fis-3408 290 16 ) ) PUNCT fis-3408 290 17 . . PUNCT fis-3408 291 1 effect effect NOUN fis-3408 291 2 of of ADP fis-3408 291 3 confinement confinement NOUN fis-3408 291 4 on on ADP fis-3408 291 5 the the DET fis-3408 291 6 behavior behavior NOUN fis-3408 291 7 of of ADP fis-3408 291 8 short short ADJ fis-3408 291 9 concrete concrete ADJ fis-3408 291 10 column column NOUN fis-3408 291 11 , , PUNCT fis-3408 291 12 procedia procedia PROPN fis-3408 291 13 manufacturing manufacturing NOUN fis-3408 291 14 , , PUNCT fis-3408 291 15 20 20 NUM fis-3408 291 16 , , PUNCT fis-3408 291 17 pp pp ADJ fis-3408 291 18 . . PUNCT fis-3408 292 1 563 563 NUM fis-3408 292 2 - - SYM fis-3408 292 3 570 570 NUM fis-3408 292 4 . . PUNCT fis-3408 293 1 [ [ X fis-3408 293 2 6 6 NUM fis-3408 293 3 ] ] X fis-3408 293 4 jiang jiang PROPN fis-3408 293 5 , , PUNCT fis-3408 293 6 q. q. PROPN fis-3408 293 7 , , PUNCT fis-3408 293 8 wang wang PROPN fis-3408 293 9 , , PUNCT fis-3408 293 10 h. h. PROPN fis-3408 293 11 , , PUNCT fis-3408 293 12 chong chong PROPN fis-3408 293 13 x. x. PROPN fis-3408 293 14 ( ( PUNCT fis-3408 293 15 2021 2021 NUM fis-3408 293 16 ) ) PUNCT fis-3408 293 17 . . PUNCT fis-3408 294 1 flexural flexural ADJ fis-3408 294 2 behavior behavior NOUN fis-3408 294 3 of of ADP fis-3408 294 4 high high ADJ fis-3408 294 5 - - PUNCT fis-3408 294 6 strength strength NOUN fis-3408 294 7 , , PUNCT fis-3408 294 8 steel steel NOUN fis-3408 294 9 - - PUNCT fis-3408 294 10 reinforced reinforce VERB fis-3408 294 11 , , PUNCT fis-3408 294 12 and and CCONJ fis-3408 294 13 prestressed prestressed ADJ fis-3408 294 14 concrete concrete ADJ fis-3408 294 15 beams beam NOUN fis-3408 294 16 , , PUNCT fis-3408 294 17 frontiers frontier NOUN fis-3408 294 18 of of ADP fis-3408 294 19 structural structural ADJ fis-3408 294 20 and and CCONJ fis-3408 294 21 civil civil ADJ fis-3408 294 22 engineering engineering NOUN fis-3408 294 23 , , PUNCT fis-3408 294 24 15(1 15(1 NUM fis-3408 294 25 ) ) PUNCT fis-3408 294 26 , , PUNCT fis-3408 294 27 pp pp ADP fis-3408 294 28 . . PUNCT fis-3408 295 1 227 227 NUM fis-3408 295 2 - - SYM fis-3408 295 3 243 243 NUM fis-3408 295 4 . . PUNCT fis-3408 296 1 [ [ X fis-3408 296 2 7 7 NUM fis-3408 296 3 ] ] X fis-3408 296 4 rakhshanimehr rakhshanimehr NOUN fis-3408 296 5 , , PUNCT fis-3408 296 6 m. m. NOUN fis-3408 296 7 , , PUNCT fis-3408 296 8 esfahani esfahani PROPN fis-3408 296 9 , , PUNCT fis-3408 296 10 m. m. PROPN fis-3408 296 11 r. r. PROPN fis-3408 296 12 , , PUNCT fis-3408 296 13 kianoush kianoush PROPN fis-3408 296 14 m. m. PROPN fis-3408 296 15 r. r. PROPN fis-3408 296 16 ( ( PUNCT fis-3408 296 17 2014 2014 NUM fis-3408 296 18 ) ) PUNCT fis-3408 296 19 . . PUNCT fis-3408 297 1 flexural flexural ADJ fis-3408 297 2 ductility ductility NOUN fis-3408 297 3 of of ADP fis-3408 297 4 reinforced reinforce VERB fis-3408 297 5 concrete concrete ADJ fis-3408 297 6 beams beam NOUN fis-3408 297 7 with with ADP fis-3408 297 8 lapspliced lapspliced ADJ fis-3408 297 9 bars bar NOUN fis-3408 297 10 , , PUNCT fis-3408 297 11 canadian canadian ADJ fis-3408 297 12 journal journal NOUN fis-3408 297 13 of of ADP fis-3408 297 14 civil civil ADJ fis-3408 297 15 engineering engineering NOUN fis-3408 297 16 , , PUNCT fis-3408 297 17 41(7 41(7 PROPN fis-3408 297 18 ) ) PUNCT fis-3408 297 19 , , PUNCT fis-3408 297 20 pp pp ADJ fis-3408 297 21 . . PUNCT fis-3408 298 1 594 594 NUM fis-3408 298 2 - - SYM fis-3408 298 3 604 604 NUM fis-3408 298 4 . . PUNCT fis-3408 299 1 [ [ X fis-3408 299 2 8 8 NUM fis-3408 299 3 ] ] X fis-3408 299 4 ho ho PROPN fis-3408 299 5 , , PUNCT fis-3408 299 6 j. j. PROPN fis-3408 299 7 , , PUNCT fis-3408 299 8 kwan kwan PROPN fis-3408 299 9 , , PUNCT fis-3408 299 10 a. a. NOUN fis-3408 299 11 and and CCONJ fis-3408 299 12 pam pam PROPN fis-3408 299 13 , , PUNCT fis-3408 299 14 h. h. PROPN fis-3408 299 15 ( ( PUNCT fis-3408 299 16 2004 2004 NUM fis-3408 299 17 ) ) PUNCT fis-3408 299 18 . . PUNCT fis-3408 300 1 minimum minimum ADJ fis-3408 300 2 flexural flexural ADJ fis-3408 300 3 ductility ductility NOUN fis-3408 300 4 design design NOUN fis-3408 300 5 of of ADP fis-3408 300 6 high high ADJ fis-3408 300 7 - - PUNCT fis-3408 300 8 strength strength NOUN fis-3408 300 9 concrete concrete ADJ fis-3408 300 10 beams beam NOUN fis-3408 300 11 , , PUNCT fis-3408 300 12 magazine magazine NOUN fis-3408 300 13 of of ADP fis-3408 300 14 concrete concrete ADJ fis-3408 300 15 research research NOUN fis-3408 300 16 , , PUNCT fis-3408 300 17 56(1 56(1 NUM fis-3408 300 18 ) ) PUNCT fis-3408 300 19 , , PUNCT fis-3408 300 20 pp pp PROPN fis-3408 300 21 . . PUNCT fis-3408 301 1 13 13 NUM fis-3408 301 2 - - SYM fis-3408 301 3 22 22 NUM fis-3408 301 4 . . PUNCT fis-3408 302 1 [ [ X fis-3408 302 2 9 9 NUM fis-3408 302 3 ] ] SYM fis-3408 302 4 zhang zhang PROPN fis-3408 302 5 , , PUNCT fis-3408 302 6 j. j. PROPN fis-3408 302 7 , , PUNCT fis-3408 302 8 tao tao PROPN fis-3408 302 9 , , PUNCT fis-3408 302 10 x. x. PROPN fis-3408 302 11 , , PUNCT fis-3408 302 12 li li PROPN fis-3408 302 13 , , PUNCT fis-3408 302 14 x. x. PROPN fis-3408 302 15 , , PUNCT fis-3408 302 16 zhang zhang PROPN fis-3408 302 17 , , PUNCT fis-3408 302 18 y. y. PROPN fis-3408 302 19 , , PUNCT fis-3408 302 20 liu liu PROPN fis-3408 302 21 , , PUNCT fis-3408 302 22 y. y. PROPN fis-3408 302 23 ( ( PUNCT fis-3408 302 24 2022 2022 NUM fis-3408 302 25 ) ) PUNCT fis-3408 302 26 . . PUNCT fis-3408 303 1 analytical analytical ADJ fis-3408 303 2 and and CCONJ fis-3408 303 3 experimental experimental ADJ fis-3408 303 4 investigation investigation NOUN fis-3408 303 5 of of ADP fis-3408 303 6 the the DET fis-3408 303 7 bond bond NOUN fis-3408 303 8 behavior behavior NOUN fis-3408 303 9 of of ADP fis-3408 303 10 confined confine VERB fis-3408 303 11 high high ADJ fis-3408 303 12 - - PUNCT fis-3408 303 13 strength strength NOUN fis-3408 303 14 recycled recycle VERB fis-3408 303 15 aggregate aggregate ADJ fis-3408 303 16 concrete concrete NOUN fis-3408 303 17 . . PUNCT fis-3408 304 1 construction construction NOUN fis-3408 304 2 and and CCONJ fis-3408 304 3 building building NOUN fis-3408 304 4 materials material NOUN fis-3408 304 5 , , PUNCT fis-3408 304 6 315 315 NUM fis-3408 304 7 , , PUNCT fis-3408 304 8 125636 125636 NUM fis-3408 304 9 . . PUNCT fis-3408 305 1 [ [ X fis-3408 305 2 10 10 NUM fis-3408 305 3 ] ] PUNCT fis-3408 305 4 tamayo tamayo PROPN fis-3408 305 5 , , PUNCT fis-3408 305 6 j. j. PROPN fis-3408 305 7 l. l. PROPN fis-3408 305 8 p. p. PROPN fis-3408 305 9 and and CCONJ fis-3408 305 10 garcia garcia PROPN fis-3408 305 11 , , PUNCT fis-3408 305 12 g. g. PROPN fis-3408 305 13 o. o. PROPN fis-3408 305 14 ( ( PUNCT fis-3408 305 15 2021 2021 NUM fis-3408 305 16 ) ) PUNCT fis-3408 305 17 . . PUNCT fis-3408 306 1 reassessment reassessment NOUN fis-3408 306 2 of of ADP fis-3408 306 3 the the DET fis-3408 306 4 flexural flexural ADJ fis-3408 306 5 behavior behavior NOUN fis-3408 306 6 of of ADP fis-3408 306 7 high high ADJ fis-3408 306 8 - - PUNCT fis-3408 306 9 strength strength NOUN fis-3408 306 10 reinforced reinforce VERB fis-3408 306 11 concrete concrete ADJ fis-3408 306 12 beams beam NOUN fis-3408 306 13 under under ADP fis-3408 306 14 short short ADJ fis-3408 306 15 - - PUNCT fis-3408 306 16 term term NOUN fis-3408 306 17 loads load NOUN fis-3408 306 18 , , PUNCT fis-3408 306 19 sn sn PROPN fis-3408 306 20 applied apply VERB fis-3408 306 21 sciences science NOUN fis-3408 306 22 , , PUNCT fis-3408 306 23 3(2 3(2 NUM fis-3408 306 24 ) ) PUNCT fis-3408 306 25 , , PUNCT fis-3408 306 26 pp pp PROPN fis-3408 306 27 . . PUNCT fis-3408 307 1 1 1 NUM fis-3408 307 2 - - SYM fis-3408 307 3 19 19 NUM fis-3408 307 4 . . PUNCT fis-3408 308 1 [ [ X fis-3408 308 2 11 11 NUM fis-3408 308 3 ] ] PUNCT fis-3408 308 4 chowdhury chowdhury PROPN fis-3408 308 5 , , PUNCT fis-3408 308 6 s. s. PROPN fis-3408 308 7 and and CCONJ fis-3408 308 8 loo loo PROPN fis-3408 308 9 , , PUNCT fis-3408 308 10 y. y. NOUN fis-3408 308 11 cracking cracking NOUN fis-3408 308 12 and and CCONJ fis-3408 308 13 damping damp VERB fis-3408 308 14 in in ADP fis-3408 308 15 reinforced reinforce VERB fis-3408 308 16 high high ADJ fis-3408 308 17 strength strength NOUN fis-3408 308 18 concrete concrete ADJ fis-3408 308 19 beams beam NOUN fis-3408 308 20 . . PUNCT fis-3408 309 1 pp pp ADV fis-3408 309 2 . . PUNCT fis-3408 310 1 749 749 NUM fis-3408 310 2 - - SYM fis-3408 310 3 754 754 NUM fis-3408 310 4 . . PUNCT fis-3408 311 1 [ [ X fis-3408 311 2 12 12 NUM fis-3408 311 3 ] ] X fis-3408 311 4 ahmad ahmad PROPN fis-3408 311 5 , , PUNCT fis-3408 311 6 s. s. PROPN fis-3408 311 7 s. s. PROPN fis-3408 311 8 e. e. PROPN fis-3408 311 9 , , PUNCT fis-3408 311 10 el el NOUN fis-3408 311 11 - - PUNCT fis-3408 311 12 shikh shikh NOUN fis-3408 311 13 , , PUNCT fis-3408 311 14 m. m. NOUN fis-3408 311 15 y. y. PROPN fis-3408 311 16 and and CCONJ fis-3408 311 17 elmahdy elmahdy NOUN fis-3408 311 18 , , PUNCT fis-3408 311 19 m. m. NOUN fis-3408 311 20 a. a. PROPN fis-3408 311 21 r. r. PROPN fis-3408 311 22 ( ( PUNCT fis-3408 311 23 2020 2020 NUM fis-3408 311 24 ) ) PUNCT fis-3408 311 25 . . PUNCT fis-3408 312 1 effect effect NOUN fis-3408 312 2 of of ADP fis-3408 312 3 confinement confinement ADJ fis-3408 312 4 techniques technique NOUN fis-3408 312 5 on on ADP fis-3408 312 6 mechanical mechanical ADJ fis-3408 312 7 behavior behavior NOUN fis-3408 312 8 of of ADP fis-3408 312 9 over over ADV fis-3408 312 10 - - PUNCT fis-3408 312 11 reinforced reinforce VERB fis-3408 312 12 hsc hsc NOUN fis-3408 312 13 beams beam NOUN fis-3408 312 14 , , PUNCT fis-3408 312 15 mej mej NOUN fis-3408 312 16 . . PUNCT fis-3408 313 1 mansoura mansoura PROPN fis-3408 313 2 engineering engineering PROPN fis-3408 313 3 journal journal PROPN fis-3408 313 4 , , PUNCT fis-3408 313 5 42(4 42(4 PROPN fis-3408 313 6 ) ) PUNCT fis-3408 313 7 , , PUNCT fis-3408 313 8 pp pp PROPN fis-3408 313 9 . . PUNCT fis-3408 314 1 21 21 NUM fis-3408 314 2 - - SYM fis-3408 314 3 26 26 NUM fis-3408 314 4 . . PUNCT fis-3408 315 1 [ [ X fis-3408 315 2 13 13 NUM fis-3408 315 3 ] ] PUNCT fis-3408 315 4 sikawrap sikawrap NOUN fis-3408 315 5 ® ® PROPN fis-3408 315 6 hex-230 hex-230 PROPN fis-3408 315 7 c. c. PROPN fis-3408 315 8 sikawrap sikawrap PROPN fis-3408 315 9 ® ® PROPN fis-3408 315 10 hex-230 hex-230 PROPN fis-3408 315 11 c c PROPN fis-3408 315 12 product product NOUN fis-3408 315 13 data datum NOUN fis-3408 315 14 sheet sheet NOUN fis-3408 315 15 . . PUNCT fis-3408 316 1 ( ( PUNCT fis-3408 316 2 2020 2020 NUM fis-3408 316 3 ) ) PUNCT fis-3408 316 4 . . PUNCT fis-3408 317 1 https://doi.org/https://usa.sika.com/content/dam/dms/us01/g/sikawrap_hex-230c.pdf https://doi.org/https://usa.sika.com/content/dam/dms/us01/g/sikawrap_hex-230c.pdf PROPN fis-3408 317 2 . . PUNCT fis-3408 318 1 [ [ X fis-3408 318 2 14 14 NUM fis-3408 318 3 ] ] X fis-3408 318 4 sikadur sikadur PROPN fis-3408 318 5 ® ® PROPN fis-3408 318 6 -330 -330 PROPN fis-3408 318 7 . . PROPN fis-3408 318 8 sikadur sikadur PROPN fis-3408 318 9 ® ® PROPN fis-3408 318 10 -330 -330 PROPN fis-3408 318 11 product product NOUN fis-3408 318 12 data datum NOUN fis-3408 318 13 sheet sheet NOUN fis-3408 318 14 . . PUNCT fis-3408 319 1 ( ( PUNCT fis-3408 319 2 202=0 202=0 NUM fis-3408 319 3 . . PUNCT fis-3408 320 1 [ [ X fis-3408 320 2 15 15 NUM fis-3408 320 3 ] ] X fis-3408 320 4 ansys ansys X fis-3408 320 5 , , PUNCT fis-3408 320 6 ( ( PUNCT fis-3408 320 7 2019 2019 NUM fis-3408 320 8 ) ) PUNCT fis-3408 320 9 ansys ansys PROPN fis-3408 320 10 release release VERB fis-3408 320 11 19.0 19.0 NUM fis-3408 320 12 documentation documentation NOUN fis-3408 320 13 . . PUNCT fis-3408 321 1 [ [ X fis-3408 321 2 16 16 NUM fis-3408 321 3 ] ] X fis-3408 321 4 pereira pereira PROPN fis-3408 321 5 , , PUNCT fis-3408 321 6 s.s.r s.s.r PROPN fis-3408 321 7 . . PROPN fis-3408 321 8 , , PUNCT fis-3408 321 9 carvalho carvalho PROPN fis-3408 321 10 , , PUNCT fis-3408 321 11 h. h. PROPN fis-3408 321 12 , , PUNCT fis-3408 321 13 dias dias PROPN fis-3408 321 14 , , PUNCT fis-3408 321 15 j. j. PROPN fis-3408 321 16 v. v. PROPN fis-3408 321 17 f. f. PROPN fis-3408 321 18 , , PUNCT fis-3408 321 19 mendes mende NOUN fis-3408 321 20 , , PUNCT fis-3408 321 21 v.r v.r PROPN fis-3408 321 22 . . PROPN fis-3408 321 23 v. v. PROPN fis-3408 321 24 , , PUNCT fis-3408 321 25 montenegro montenegro PROPN fis-3408 321 26 , , PUNCT fis-3408 321 27 p.a p.a PROPN fis-3408 321 28 . . PROPN fis-3408 321 29 ( ( PUNCT fis-3408 321 30 2019 2019 NUM fis-3408 321 31 ) ) PUNCT fis-3408 321 32 . . PUNCT fis-3408 322 1 behavior behavior NOUN fis-3408 322 2 of of ADP fis-3408 322 3 precast precast ADJ fis-3408 322 4 reinforced reinforce VERB fis-3408 322 5 concrete concrete ADJ fis-3408 322 6 columns column NOUN fis-3408 322 7 subjected subject VERB fis-3408 322 8 to to ADP fis-3408 322 9 monotonic monotonic ADJ fis-3408 322 10 short short ADJ fis-3408 322 11 - - PUNCT fis-3408 322 12 term term NOUN fis-3408 322 13 loading loading NOUN fis-3408 322 14 . . PUNCT fis-3408 323 1 frattura frattura PROPN fis-3408 323 2 ed ed PROPN fis-3408 323 3 integrità integrità PROPN fis-3408 323 4 strutturale strutturale PROPN fis-3408 323 5 , , PUNCT fis-3408 323 6 13(50 13(50 NUM fis-3408 323 7 ) ) PUNCT fis-3408 323 8 , , PUNCT fis-3408 324 1 p. p. NOUN fis-3408 324 2 242 242 NUM fis-3408 324 3 - - SYM fis-3408 324 4 250 250 NUM fis-3408 324 5 . . PUNCT fis-3408 325 1 doi doi NOUN fis-3408 325 2 : : PUNCT fis-3408 325 3 10.3221 10.3221 NUM fis-3408 325 4 / / SYM fis-3408 325 5 igf igf PROPN fis-3408 325 6 - - NOUN fis-3408 325 7 esis.50.20 esis.50.20 NOUN fis-3408 325 8 . . PUNCT fis-3408 326 1 [ [ X fis-3408 326 2 17 17 NUM fis-3408 326 3 ] ] X fis-3408 326 4 sharaky sharaky NOUN fis-3408 326 5 , , PUNCT fis-3408 326 6 a. a. NOUN fis-3408 326 7 , , PUNCT fis-3408 326 8 torres torre NOUN fis-3408 326 9 , , PUNCT fis-3408 326 10 l. l. PROPN fis-3408 326 11 and and CCONJ fis-3408 326 12 sallam sallam PROPN fis-3408 326 13 , , PUNCT fis-3408 326 14 h. h. PROPN fis-3408 326 15 ( ( PUNCT fis-3408 326 16 2015 2015 NUM fis-3408 326 17 ) ) PUNCT fis-3408 326 18 . . PUNCT fis-3408 327 1 experimental experimental ADJ fis-3408 327 2 and and CCONJ fis-3408 327 3 analytical analytical ADJ fis-3408 327 4 investigation investigation NOUN fis-3408 327 5 into into ADP fis-3408 327 6 the the DET fis-3408 327 7 flexural flexural ADJ fis-3408 327 8 performance performance NOUN fis-3408 327 9 of of ADP fis-3408 327 10 rc rc PROPN fis-3408 327 11 beams beam NOUN fis-3408 327 12 with with ADP fis-3408 327 13 partially partially ADV fis-3408 327 14 and and CCONJ fis-3408 327 15 fully fully ADV fis-3408 327 16 bonded bond VERB fis-3408 327 17 nsm nsm PROPN fis-3408 327 18 frp frp PROPN fis-3408 327 19 bars bar NOUN fis-3408 327 20 / / SYM fis-3408 327 21 strips strip NOUN fis-3408 327 22 , , PUNCT fis-3408 327 23 composite composite ADJ fis-3408 327 24 structures structure NOUN fis-3408 327 25 , , PUNCT fis-3408 327 26 122 122 NUM fis-3408 327 27 , , PUNCT fis-3408 327 28 pp pp ADJ fis-3408 327 29 . . PUNCT fis-3408 328 1 113 113 NUM fis-3408 328 2 - - SYM fis-3408 328 3 126 126 NUM fis-3408 328 4 . . PUNCT fis-3408 329 1 < < X fis-3408 329 2 < < X fis-3408 329 3 /ascii85encodepages /ascii85encodepage NOUN fis-3408 329 4 false false ADJ fis-3408 329 5 /allowtransparency /allowtransparency NOUN fis-3408 329 6 false false ADJ fis-3408 329 7 /autopositionepsfiles /autopositionepsfile NOUN fis-3408 329 8 true true ADJ fis-3408 329 9 /autorotatepages /autorotatepage NOUN fis-3408 329 10 /none /none PUNCT fis-3408 329 11 /binding /binding PUNCT fis-3408 329 12 /left /left ADJ fis-3408 330 1 /calgrayprofile /calgrayprofile VERB fis-3408 330 2 ( ( PUNCT fis-3408 330 3 dot dot NOUN fis-3408 330 4 gain gain NOUN fis-3408 330 5 20 20 NUM fis-3408 330 6 % % NOUN fis-3408 330 7 ) ) PUNCT fis-3408 330 8 /calrgbprofile /calrgbprofile PUNCT fis-3408 331 1 ( ( PUNCT fis-3408 331 2 srgb srgb PROPN fis-3408 331 3 iec61966 iec61966 NOUN fis-3408 331 4 - - PUNCT fis-3408 331 5 2.1 2.1 NUM fis-3408 331 6 ) ) PUNCT fis-3408 331 7 /calcmykprofile /calcmykprofile PUNCT fis-3408 332 1 ( ( PUNCT fis-3408 332 2 u.s u.s PROPN fis-3408 332 3 . . PROPN fis-3408 332 4 web web NOUN fis-3408 332 5 coated coat VERB fis-3408 332 6 \050swop\051 \050swop\051 ADJ fis-3408 332 7 v2 v2 NOUN fis-3408 332 8 ) ) PUNCT fis-3408 332 9 /srgbprofile /srgbprofile PUNCT fis-3408 332 10 ( ( PUNCT fis-3408 332 11 srgb srgb PROPN fis-3408 332 12 iec61966 iec61966 NOUN fis-3408 332 13 - - PUNCT fis-3408 332 14 2.1 2.1 NUM fis-3408 332 15 ) ) PUNCT fis-3408 332 16 /cannotembedfontpolicy /cannotembedfontpolicy PUNCT fis-3408 333 1 /error /error INTJ fis-3408 333 2 /compatibilitylevel /compatibilitylevel NOUN fis-3408 334 1 1.4 1.4 NUM fis-3408 334 2 /compressobjects /compressobject NOUN fis-3408 334 3 /tags /tag VERB fis-3408 334 4 /compresspages /compresspage NOUN fis-3408 334 5 true true ADJ fis-3408 334 6 /convertimagestoindexed /convertimagestoindexed ADJ fis-3408 334 7 true true ADJ fis-3408 334 8 /passthroughjpegimages /passthroughjpegimage NOUN fis-3408 334 9 true true ADJ fis-3408 334 10 /createjobticket /createjobticket NOUN fis-3408 334 11 false false ADJ fis-3408 334 12 /defaultrenderingintent /defaultrenderingintent NOUN fis-3408 334 13 /default /default PUNCT fis-3408 334 14 /detectblends /detectblend NOUN fis-3408 334 15 true true ADJ fis-3408 334 16 /detectcurves /detectcurve VERB fis-3408 335 1 0.0000 0.0000 NUM fis-3408 335 2 /colorconversionstrategy /colorconversionstrategy NOUN fis-3408 335 3 /cmyk /cmyk PUNCT fis-3408 336 1 /dothumbnails /dothumbnail VERB fis-3408 337 1 false false ADJ fis-3408 337 2 /embedallfonts /embedallfont NOUN fis-3408 337 3 true true ADJ fis-3408 337 4 /embedopentype /embedopentype PUNCT fis-3408 337 5 false false ADJ fis-3408 337 6 /parseiccprofilesincomments /parseiccprofilesincomment NOUN fis-3408 337 7 true true ADJ fis-3408 337 8 /embedjoboptions /embedjoboption NOUN fis-3408 337 9 true true ADJ fis-3408 337 10 /dscreportinglevel /dscreportinglevel NOUN fis-3408 337 11 0 0 NUM fis-3408 337 12 /emitdscwarnings /emitdscwarning NOUN fis-3408 337 13 false false ADJ fis-3408 337 14 /endpage /endpage NOUN fis-3408 337 15 -1 -1 NOUN fis-3408 337 16 /imagememory /imagememory NUM fis-3408 337 17 1048576 1048576 NUM fis-3408 337 18 /lockdistillerparams /lockdistillerparams NOUN fis-3408 337 19 false false ADJ fis-3408 337 20 /maxsubsetpct /maxsubsetpct ADJ fis-3408 337 21 100 100 NUM fis-3408 337 22 /optimize /optimize NOUN fis-3408 337 23 true true ADJ fis-3408 337 24 /opm /opm NOUN fis-3408 337 25 1 1 NUM fis-3408 337 26 /parsedsccomments /parsedsccomment NOUN fis-3408 337 27 true true ADJ fis-3408 337 28 /parsedsccommentsfordocinfo /parsedsccommentsfordocinfo VERB fis-3408 337 29 true true ADJ fis-3408 337 30 /preservecopypage /preservecopypage NOUN fis-3408 337 31 true true ADJ fis-3408 337 32 /preservedicmykvalues /preservedicmykvalue NOUN fis-3408 337 33 true true ADJ fis-3408 337 34 /preserveepsinfo /preserveepsinfo NOUN fis-3408 337 35 true true ADJ fis-3408 337 36 /preserveflatness /preserveflatness NOUN fis-3408 337 37 true true ADJ fis-3408 337 38 /preservehalftoneinfo /preservehalftoneinfo PUNCT fis-3408 337 39 false false ADJ fis-3408 337 40 /preserveopicomments /preserveopicomment NOUN fis-3408 337 41 true true ADJ fis-3408 337 42 /preserveoverprintsettings /preserveoverprintsetting NOUN fis-3408 337 43 true true ADJ fis-3408 337 44 /startpage /startpage NOUN fis-3408 337 45 1 1 NUM fis-3408 337 46 /subsetfonts /subsetfont NOUN fis-3408 337 47 true true ADJ fis-3408 337 48 /transferfunctioninfo /transferfunctioninfo PUNCT fis-3408 337 49 /apply /apply PUNCT fis-3408 337 50 /ucrandbginfo /ucrandbginfo PUNCT fis-3408 338 1 /preserve /preserve NOUN fis-3408 338 2 /useprologue /useprologue NOUN fis-3408 338 3 false false ADJ fis-3408 338 4 /colorsettingsfile /colorsettingsfile NOUN fis-3408 338 5 ( ( PUNCT fis-3408 338 6 ) ) PUNCT fis-3408 338 7 /alwaysembed /alwaysembe VERB fis-3408 338 8 [ [ PUNCT fis-3408 338 9 true true ADJ fis-3408 338 10 ] ] PUNCT fis-3408 338 11 /neverembed /neverembed PUNCT fis-3408 339 1 [ [ PUNCT fis-3408 339 2 true true ADJ fis-3408 339 3 ] ] PUNCT fis-3408 339 4 /antialiascolorimages /antialiascolorimages X fis-3408 339 5 false false ADJ fis-3408 339 6 /cropcolorimages /cropcolorimages PUNCT fis-3408 339 7 true true ADJ fis-3408 339 8 /colorimageminresolution /colorimageminresolution PUNCT fis-3408 339 9 300 300 NUM fis-3408 339 10 /colorimageminresolutionpolicy /colorimageminresolutionpolicy NOUN fis-3408 339 11 /ok /ok ADJ fis-3408 340 1 /downsamplecolorimages /downsamplecolorimage VERB fis-3408 341 1 true true ADJ fis-3408 341 2 /colorimagedownsampletype /colorimagedownsampletype PUNCT fis-3408 341 3 /bicubic /bicubic NOUN fis-3408 341 4 /colorimageresolution /colorimageresolution NOUN fis-3408 342 1 300 300 NUM fis-3408 342 2 /colorimagedepth /colorimagedepth PRON fis-3408 342 3 -1 -1 INTJ fis-3408 342 4 /colorimagemindownsampledepth /colorimagemindownsampledepth SYM fis-3408 342 5 1 1 NUM fis-3408 342 6 /colorimagedownsamplethreshold /colorimagedownsamplethreshold SYM fis-3408 342 7 1.50000 1.50000 NUM fis-3408 342 8 /encodecolorimages /encodecolorimage NOUN fis-3408 342 9 true true ADJ fis-3408 342 10 /colorimagefilter /colorimagefilter PUNCT fis-3408 342 11 /dctencode /dctencode PUNCT fis-3408 343 1 /autofiltercolorimages /autofiltercolorimage NOUN fis-3408 343 2 true true ADJ fis-3408 343 3 /colorimageautofilterstrategy /colorimageautofilterstrategy PUNCT fis-3408 343 4 /jpeg /jpeg PUNCT fis-3408 343 5 /coloracsimagedict /coloracsimagedict PUNCT fis-3408 344 1 < < X fis-3408 344 2 < < X fis-3408 344 3 /qfactor /qfactor NOUN fis-3408 344 4 0.15 0.15 NUM fis-3408 344 5 /hsamples /hsample NOUN fis-3408 345 1 [ [ X fis-3408 345 2 1 1 NUM fis-3408 345 3 1 1 NUM fis-3408 345 4 1 1 NUM fis-3408 345 5 1 1 NUM fis-3408 345 6 ] ] PUNCT fis-3408 345 7 /vsamples /vsample NOUN fis-3408 346 1 [ [ X fis-3408 346 2 1 1 NUM fis-3408 346 3 1 1 NUM fis-3408 346 4 1 1 NUM fis-3408 346 5 1 1 NUM fis-3408 346 6 ] ] PUNCT fis-3408 346 7 > > PUNCT fis-3408 346 8 > > X fis-3408 346 9 /colorimagedict /colorimagedict PUNCT fis-3408 347 1 < < X fis-3408 347 2 < < X fis-3408 347 3 /qfactor /qfactor NOUN fis-3408 347 4 0.15 0.15 NUM fis-3408 347 5 /hsamples /hsample NOUN fis-3408 348 1 [ [ X fis-3408 348 2 1 1 NUM fis-3408 348 3 1 1 NUM fis-3408 348 4 1 1 NUM fis-3408 348 5 1 1 NUM fis-3408 348 6 ] ] PUNCT fis-3408 348 7 /vsamples /vsample NOUN fis-3408 349 1 [ [ X fis-3408 349 2 1 1 NUM fis-3408 349 3 1 1 NUM fis-3408 349 4 1 1 NUM fis-3408 349 5 1 1 NUM fis-3408 349 6 ] ] PUNCT fis-3408 349 7 > > PUNCT fis-3408 349 8 > > X fis-3408 349 9 /jpeg2000coloracsimagedict /jpeg2000coloracsimagedict PUNCT fis-3408 350 1 < < X fis-3408 350 2 < < X fis-3408 350 3 /tilewidth /tilewidth PUNCT fis-3408 350 4 256 256 NUM fis-3408 350 5 /tileheight /tileheight NUM fis-3408 350 6 256 256 NUM fis-3408 350 7 /quality /quality NOUN fis-3408 350 8 30 30 NUM fis-3408 350 9 > > PUNCT fis-3408 350 10 > > X fis-3408 350 11 /jpeg2000colorimagedict /jpeg2000colorimagedict PUNCT fis-3408 350 12 < < X fis-3408 350 13 < < X fis-3408 350 14 /tilewidth /tilewidth PUNCT fis-3408 350 15 256 256 NUM fis-3408 350 16 /tileheight /tileheight NUM fis-3408 350 17 256 256 NUM fis-3408 350 18 /quality /quality NOUN fis-3408 350 19 30 30 NUM fis-3408 350 20 > > PUNCT fis-3408 350 21 > > X fis-3408 350 22 /antialiasgrayimages /antialiasgrayimages X fis-3408 350 23 false false ADJ fis-3408 350 24 /cropgrayimages /cropgrayimage NOUN fis-3408 350 25 true true ADJ fis-3408 350 26 /grayimageminresolution /grayimageminresolution ADV fis-3408 350 27 300 300 NUM fis-3408 350 28 /grayimageminresolutionpolicy /grayimageminresolutionpolicy NOUN fis-3408 350 29 /ok /ok ADJ fis-3408 350 30 /downsamplegrayimages /downsamplegrayimages PUNCT fis-3408 351 1 true true ADJ fis-3408 351 2 /grayimagedownsampletype /grayimagedownsampletype INTJ fis-3408 351 3 /bicubic /bicubic NOUN fis-3408 351 4 /grayimageresolution /grayimageresolution NOUN fis-3408 351 5 300 300 NUM fis-3408 351 6 /grayimagedepth /grayimagedepth PUNCT fis-3408 351 7 -1 -1 PUNCT fis-3408 351 8 /grayimagemindownsampledepth /grayimagemindownsampledepth PUNCT fis-3408 352 1 2 2 NUM fis-3408 352 2 /grayimagedownsamplethreshold /grayimagedownsamplethreshold NUM fis-3408 352 3 1.50000 1.50000 NUM fis-3408 352 4 /encodegrayimages /encodegrayimage NOUN fis-3408 352 5 true true ADJ fis-3408 352 6 /grayimagefilter /grayimagefilter NOUN fis-3408 352 7 /dctencode /dctencode PUNCT fis-3408 353 1 /autofiltergrayimages /autofiltergrayimages VERB fis-3408 353 2 true true ADJ fis-3408 353 3 /grayimageautofilterstrategy /grayimageautofilterstrategy INTJ fis-3408 353 4 /jpeg /jpeg PUNCT fis-3408 353 5 /grayacsimagedict /grayacsimagedict PUNCT fis-3408 354 1 < < X fis-3408 354 2 < < X fis-3408 354 3 /qfactor /qfactor NOUN fis-3408 354 4 0.15 0.15 NUM fis-3408 354 5 /hsamples /hsample NOUN fis-3408 355 1 [ [ X fis-3408 355 2 1 1 NUM fis-3408 355 3 1 1 NUM fis-3408 355 4 1 1 NUM fis-3408 355 5 1 1 NUM fis-3408 355 6 ] ] PUNCT fis-3408 355 7 /vsamples /vsample NOUN fis-3408 356 1 [ [ X fis-3408 356 2 1 1 NUM fis-3408 356 3 1 1 NUM fis-3408 356 4 1 1 NUM fis-3408 356 5 1 1 NUM fis-3408 356 6 ] ] PUNCT fis-3408 356 7 > > PUNCT fis-3408 356 8 > > X fis-3408 356 9 /grayimagedict /grayimagedict PUNCT fis-3408 357 1 < < X fis-3408 357 2 < < X fis-3408 357 3 /qfactor /qfactor NOUN fis-3408 357 4 0.15 0.15 NUM fis-3408 357 5 /hsamples /hsample NOUN fis-3408 358 1 [ [ X fis-3408 358 2 1 1 NUM fis-3408 358 3 1 1 NUM fis-3408 358 4 1 1 NUM fis-3408 358 5 1 1 NUM fis-3408 358 6 ] ] PUNCT fis-3408 358 7 /vsamples /vsample NOUN fis-3408 359 1 [ [ X fis-3408 359 2 1 1 NUM fis-3408 359 3 1 1 NUM fis-3408 359 4 1 1 NUM fis-3408 359 5 1 1 NUM fis-3408 359 6 ] ] PUNCT fis-3408 359 7 > > X fis-3408 359 8 > > X fis-3408 359 9 /jpeg2000grayacsimagedict /jpeg2000grayacsimagedict PUNCT fis-3408 360 1 < < X fis-3408 360 2 < < X fis-3408 360 3 /tilewidth /tilewidth PUNCT fis-3408 360 4 256 256 NUM fis-3408 360 5 /tileheight /tileheight NUM fis-3408 360 6 256 256 NUM fis-3408 360 7 /quality /quality NOUN fis-3408 360 8 30 30 NUM fis-3408 360 9 > > PUNCT fis-3408 360 10 > > X fis-3408 360 11 /jpeg2000grayimagedict /jpeg2000grayimagedict PUNCT fis-3408 360 12 < < X fis-3408 360 13 < < X fis-3408 360 14 /tilewidth /tilewidth PUNCT fis-3408 360 15 256 256 NUM fis-3408 360 16 /tileheight /tileheight NUM fis-3408 360 17 256 256 NUM fis-3408 360 18 /quality /quality NOUN fis-3408 360 19 30 30 NUM fis-3408 360 20 > > PUNCT fis-3408 360 21 > > X fis-3408 360 22 /antialiasmonoimages /antialiasmonoimage NOUN fis-3408 360 23 false false ADJ fis-3408 360 24 /cropmonoimages /cropmonoimage NOUN fis-3408 360 25 true true ADJ fis-3408 360 26 /monoimageminresolution /monoimageminresolution NUM fis-3408 360 27 1200 1200 NUM fis-3408 360 28 /monoimageminresolutionpolicy /monoimageminresolutionpolicy PUNCT fis-3408 361 1 /ok /ok PROPN fis-3408 361 2 /downsamplemonoimages /downsamplemonoimage VERB fis-3408 362 1 true true ADJ 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PUNCT fis-3408 394 1 created create VERB fis-3408 394 2 pdf pdf NOUN fis-3408 394 3 documents document NOUN fis-3408 394 4 can can AUX fis-3408 394 5 be be AUX fis-3408 394 6 opened open VERB fis-3408 394 7 with with ADP fis-3408 394 8 acrobat acrobat PROPN fis-3408 394 9 and and CCONJ fis-3408 394 10 adobe adobe PROPN fis-3408 394 11 reader reader PROPN fis-3408 394 12 5.0 5.0 NUM fis-3408 394 13 and and CCONJ fis-3408 394 14 later later ADV fis-3408 394 15 . . 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false false ADJ fis-3408 398 6 /includenonprinting /includenonprinting NOUN fis-3408 398 7 false false ADJ fis-3408 398 8 /includeslug /includeslug INTJ fis-3408 398 9 false false ADJ fis-3408 398 10 /namespace /namespace NOUN fis-3408 399 1 [ [ PUNCT fis-3408 399 2 ( ( PUNCT fis-3408 399 3 adobe adobe PROPN fis-3408 399 4 ) ) PUNCT fis-3408 399 5 ( ( PUNCT fis-3408 399 6 indesign indesign NOUN fis-3408 399 7 ) ) PUNCT fis-3408 399 8 ( ( PUNCT fis-3408 399 9 4.0 4.0 NUM fis-3408 399 10 ) ) PUNCT fis-3408 399 11 ] ] PUNCT fis-3408 399 12 /omitplacedbitmaps /omitplacedbitmaps PUNCT fis-3408 400 1 false false ADJ fis-3408 400 2 /omitplacedeps /omitplacedeps INTJ fis-3408 400 3 false false ADJ fis-3408 400 4 /omitplacedpdf /omitplacedpdf PUNCT fis-3408 400 5 false false ADJ fis-3408 400 6 /simulateoverprint /simulateoverprint NOUN fis-3408 400 7 /legacy /legacy PUNCT fis-3408 401 1 > > PUNCT fis-3408 401 2 > > X fis-3408 402 1 < < X fis-3408 402 2 < < X fis-3408 402 3 /addbleedmarks /addbleedmarks X fis-3408 402 4 false false ADJ fis-3408 402 5 /addcolorbars /addcolorbars INTJ fis-3408 402 6 false false ADJ fis-3408 402 7 /addcropmarks /addcropmarks PUNCT fis-3408 402 8 false false ADJ fis-3408 402 9 /addpageinfo /addpageinfo INTJ fis-3408 402 10 false false ADJ fis-3408 402 11 /addregmarks /addregmark NOUN fis-3408 402 12 false false ADJ fis-3408 402 13 /convertcolors /convertcolor NOUN fis-3408 402 14 /converttocmyk /converttocmyk INTJ fis-3408 402 15 /destinationprofilename /destinationprofilename PUNCT fis-3408 402 16 ( ( PUNCT fis-3408 402 17 ) ) PUNCT fis-3408 402 18 /destinationprofileselector /destinationprofileselector NOUN fis-3408 402 19 /documentcmyk /documentcmyk PUNCT fis-3408 402 20 /downsample16bitimages /downsample16bitimage NOUN fis-3408 402 21 true true ADJ fis-3408 402 22 /flattenerpreset /flattenerpreset PUNCT fis-3408 403 1 < < X fis-3408 403 2 < < X fis-3408 403 3 /presetselector /presetselector X fis-3408 403 4 /mediumresolution /mediumresolution NOUN fis-3408 403 5 > > PUNCT fis-3408 403 6 > > X fis-3408 403 7 /formelements /formelement NOUN fis-3408 404 1 false false ADJ fis-3408 404 2 /generatestructure /generatestructure PUNCT fis-3408 404 3 false false ADJ fis-3408 404 4 /includebookmarks /includebookmark NOUN fis-3408 404 5 false false ADJ fis-3408 404 6 /includehyperlinks /includehyperlinks INTJ fis-3408 404 7 false false ADJ fis-3408 404 8 /includeinteractive /includeinteractive ADJ fis-3408 404 9 false false ADJ fis-3408 404 10 /includelayers /includelayer NOUN fis-3408 404 11 false false ADJ fis-3408 404 12 /includeprofiles /includeprofiles INTJ fis-3408 404 13 false false ADJ fis-3408 404 14 /multimediahandling /multimediahandling NOUN fis-3408 405 1 /useobjectsettings /useobjectsettings PRON fis-3408 406 1 /namespace /namespace PUNCT fis-3408 407 1 [ [ PUNCT fis-3408 407 2 ( ( PUNCT fis-3408 407 3 adobe adobe PROPN fis-3408 407 4 ) ) PUNCT fis-3408 407 5 ( ( PUNCT fis-3408 407 6 creativesuite creativesuite NOUN fis-3408 407 7 ) ) PUNCT fis-3408 407 8 ( ( PUNCT fis-3408 407 9 2.0 2.0 NUM fis-3408 407 10 ) ) PUNCT fis-3408 407 11 ] ] PUNCT fis-3408 408 1 /pdfxoutputintentprofileselector /pdfxoutputintentprofileselector INTJ fis-3408 408 2 /documentcmyk /documentcmyk PUNCT fis-3408 409 1 /preserveediting /preserveedite VERB fis-3408 409 2 true true ADJ fis-3408 409 3 /untaggedcmykhandling /untaggedcmykhandling NOUN fis-3408 409 4 /leaveuntagged /leaveuntagge VERB fis-3408 409 5 /untaggedrgbhandling /untaggedrgbhandling NOUN fis-3408 409 6 /usedocumentprofile /usedocumentprofile INTJ fis-3408 409 7 /usedocumentbleed /usedocumentbleed NOUN fis-3408 410 1 false false ADJ fis-3408 410 2 > > PUNCT fis-3408 410 3 > > X fis-3408 410 4 ] ] PUNCT fis-3408 410 5 > > PUNCT fis-3408 410 6 > > X fis-3408 410 7 setdistillerparams setdistillerparam NOUN fis-3408 411 1 < < X fis-3408 411 2 < < X fis-3408 411 3 /hwresolution /hwresolution NOUN fis-3408 412 1 [ [ X fis-3408 412 2 2400 2400 NUM fis-3408 412 3 2400 2400 NUM fis-3408 412 4 ] ] PUNCT fis-3408 412 5 /pagesize /pagesize X fis-3408 413 1 [ [ X fis-3408 413 2 612.000 612.000 NUM fis-3408 413 3 792.000 792.000 NUM fis-3408 413 4 ] ] PUNCT fis-3408 413 5 > > PUNCT fis-3408 413 6 > > X fis-3408 413 7 setpagedevice setpagedevice PROPN