id sid tid token lemma pos fis-2602 1 1 microsoft microsoft PROPN fis-2602 1 2 word word NOUN fis-2602 1 3 numero_51_art_11_2602 numero_51_art_11_2602 PROPN fis-2602 1 4 f. f. PROPN fis-2602 1 5 jafari jafari PROPN fis-2602 1 6 et et PROPN fis-2602 1 7 alii alii PROPN fis-2602 1 8 , , PUNCT fis-2602 1 9 frattura frattura PROPN fis-2602 1 10 ed ed PROPN fis-2602 1 11 integrità integrità PROPN fis-2602 1 12 strutturale strutturale PROPN fis-2602 1 13 , , PUNCT fis-2602 1 14 51 51 NUM fis-2602 1 15 ( ( PUNCT fis-2602 1 16 2020 2020 NUM fis-2602 1 17 ) ) PUNCT fis-2602 1 18 136 136 NUM fis-2602 1 19 - - SYM fis-2602 1 20 150 150 NUM fis-2602 1 21 ; ; PUNCT fis-2602 1 22 doi doi NOUN fis-2602 1 23 : : PUNCT fis-2602 1 24 10.3221 10.3221 NUM fis-2602 1 25 / / SYM fis-2602 1 26 igf igf PROPN fis-2602 1 27 - - ADJ fis-2602 1 28 esis.51.11 esis.51.11 PROPN fis-2602 1 29 136 136 NUM fis-2602 1 30 reliability reliability NOUN fis-2602 1 31 - - PUNCT fis-2602 1 32 based base VERB fis-2602 1 33 design design NOUN fis-2602 1 34 of of ADP fis-2602 1 35 reinforced reinforce VERB fis-2602 1 36 concrete concrete ADJ fis-2602 1 37 beams beam NOUN fis-2602 1 38 for for ADP fis-2602 1 39 simultaneous simultaneous ADJ fis-2602 1 40 bending bending NOUN fis-2602 1 41 , , PUNCT fis-2602 1 42 shear shear NOUN fis-2602 1 43 , , PUNCT fis-2602 1 44 and and CCONJ fis-2602 1 45 torsion torsion NOUN fis-2602 1 46 loadings loading NOUN fis-2602 1 47 faezeh faezeh VERB fis-2602 1 48 jafari jafari ADJ fis-2602 1 49 malayer malayer PROPN fis-2602 1 50 university university PROPN fis-2602 1 51 , , PUNCT fis-2602 1 52 iran iran PROPN fis-2602 1 53 faeze_jafari666@yahoo.com faeze_jafari666@yahoo.com PROPN fis-2602 1 54 jalal jalal PROPN fis-2602 1 55 akbari akbari PROPN fis-2602 1 56 * * PROPN fis-2602 1 57 buali buali PROPN fis-2602 1 58 sina sina PROPN fis-2602 1 59 university university PROPN fis-2602 1 60 , , PUNCT fis-2602 1 61 hamedan hamedan PROPN fis-2602 1 62 , , PUNCT fis-2602 1 63 iran iran PROPN fis-2602 1 64 j.akbari@basu.ac.ir j.akbari@basu.ac.ir PROPN fis-2602 1 65 abstract abstract ADV fis-2602 1 66 . . PUNCT fis-2602 2 1 the the DET fis-2602 2 2 design design NOUN fis-2602 2 3 of of ADP fis-2602 2 4 structural structural ADJ fis-2602 2 5 members member NOUN fis-2602 2 6 is be AUX fis-2602 2 7 targeted target VERB fis-2602 2 8 in in ADP fis-2602 2 9 resisting resist VERB fis-2602 2 10 the the DET fis-2602 2 11 loads load NOUN fis-2602 2 12 such such ADJ fis-2602 2 13 that that SCONJ fis-2602 2 14 the the DET fis-2602 2 15 safety safety NOUN fis-2602 2 16 of of ADP fis-2602 2 17 the the DET fis-2602 2 18 structure structure NOUN fis-2602 2 19 is be AUX fis-2602 2 20 preserved preserve VERB fis-2602 2 21 regarding regard VERB fis-2602 2 22 different different ADJ fis-2602 2 23 conditions condition NOUN fis-2602 2 24 of of ADP fis-2602 2 25 loadings loading NOUN fis-2602 2 26 . . PUNCT fis-2602 3 1 the the DET fis-2602 3 2 traditional traditional ADJ fis-2602 3 3 design design NOUN fis-2602 3 4 method method NOUN fis-2602 3 5 in in ADP fis-2602 3 6 concrete concrete ADJ fis-2602 3 7 standards standard NOUN fis-2602 3 8 is be AUX fis-2602 3 9 based base VERB fis-2602 3 10 on on ADP fis-2602 3 11 the the DET fis-2602 3 12 load load NOUN fis-2602 3 13 and and CCONJ fis-2602 3 14 resistance resistance NOUN fis-2602 3 15 factors factor NOUN fis-2602 3 16 regardless regardless ADV fis-2602 3 17 of of ADP fis-2602 3 18 the the DET fis-2602 3 19 random random ADJ fis-2602 3 20 nature nature NOUN fis-2602 3 21 of of ADP fis-2602 3 22 them they PRON fis-2602 3 23 . . PUNCT fis-2602 4 1 uncertainties uncertainty NOUN fis-2602 4 2 in in ADP fis-2602 4 3 design design NOUN fis-2602 4 4 parameters parameter NOUN fis-2602 4 5 such such ADJ fis-2602 4 6 as as ADP fis-2602 4 7 load load NOUN fis-2602 4 8 and and CCONJ fis-2602 4 9 resistance resistance NOUN fis-2602 4 10 have have VERB fis-2602 4 11 great great ADJ fis-2602 4 12 influences influence NOUN fis-2602 4 13 in in ADP fis-2602 4 14 the the DET fis-2602 4 15 safety safety NOUN fis-2602 4 16 of of ADP fis-2602 4 17 the the DET fis-2602 4 18 structure structure NOUN fis-2602 4 19 and and CCONJ fis-2602 4 20 using use VERB fis-2602 4 21 constant constant ADJ fis-2602 4 22 coefficients coefficient NOUN fis-2602 4 23 caused cause VERB fis-2602 4 24 unsafe unsafe ADJ fis-2602 4 25 and and CCONJ fis-2602 4 26 uneconomical uneconomical ADJ fis-2602 4 27 designs design NOUN fis-2602 4 28 . . PUNCT fis-2602 5 1 the the DET fis-2602 5 2 present present ADJ fis-2602 5 3 research research NOUN fis-2602 5 4 is be AUX fis-2602 5 5 focused focus VERB fis-2602 5 6 on on ADP fis-2602 5 7 a a DET fis-2602 5 8 probabilistic probabilistic ADJ fis-2602 5 9 design design NOUN fis-2602 5 10 of of ADP fis-2602 5 11 reinforced reinforce VERB fis-2602 5 12 concrete concrete ADJ fis-2602 5 13 beams beam NOUN fis-2602 5 14 subjected subject VERB fis-2602 5 15 to to ADP fis-2602 5 16 simultaneous simultaneous ADJ fis-2602 5 17 actions action NOUN fis-2602 5 18 of of ADP fis-2602 5 19 bending bend VERB fis-2602 5 20 , , PUNCT fis-2602 5 21 shear shear NOUN fis-2602 5 22 , , PUNCT fis-2602 5 23 and and CCONJ fis-2602 5 24 torsion torsion NOUN fis-2602 5 25 . . PUNCT fis-2602 6 1 for for ADP fis-2602 6 2 this this DET fis-2602 6 3 purpose purpose NOUN fis-2602 6 4 , , PUNCT fis-2602 6 5 analytical analytical ADJ fis-2602 6 6 formulas formula NOUN fis-2602 6 7 for for ADP fis-2602 6 8 the the DET fis-2602 6 9 limit limit NOUN fis-2602 6 10 states state NOUN fis-2602 6 11 have have AUX fis-2602 6 12 been be AUX fis-2602 6 13 developed develop VERB fis-2602 6 14 to to PART fis-2602 6 15 combine combine VERB fis-2602 6 16 different different ADJ fis-2602 6 17 stresses stress NOUN fis-2602 6 18 . . PUNCT fis-2602 7 1 monte monte PROPN fis-2602 7 2 carlo carlo PROPN fis-2602 7 3 simulation simulation PROPN fis-2602 7 4 method method NOUN fis-2602 7 5 is be AUX fis-2602 7 6 used use VERB fis-2602 7 7 to to PART fis-2602 7 8 estimate estimate VERB fis-2602 7 9 the the DET fis-2602 7 10 safety safety NOUN fis-2602 7 11 indexes index NOUN fis-2602 7 12 for for ADP fis-2602 7 13 three three NUM fis-2602 7 14 different different ADJ fis-2602 7 15 t t NOUN fis-2602 7 16 , , PUNCT fis-2602 7 17 rectangular rectangular ADJ fis-2602 7 18 and and CCONJ fis-2602 7 19 l l ADV fis-2602 7 20 - - PUNCT fis-2602 7 21 shaped shape VERB fis-2602 7 22 cross cross NOUN fis-2602 7 23 - - NOUN fis-2602 7 24 sections section NOUN fis-2602 7 25 . . PUNCT fis-2602 8 1 then then ADV fis-2602 8 2 , , PUNCT fis-2602 8 3 the the DET fis-2602 8 4 load load NOUN fis-2602 8 5 and and CCONJ fis-2602 8 6 resistance resistance NOUN fis-2602 8 7 factors factor NOUN fis-2602 8 8 have have AUX fis-2602 8 9 been be AUX fis-2602 8 10 calculated calculate VERB fis-2602 8 11 in in ADP fis-2602 8 12 different different ADJ fis-2602 8 13 safety safety NOUN fis-2602 8 14 indexes index NOUN fis-2602 8 15 , , PUNCT fis-2602 8 16 and and CCONJ fis-2602 8 17 the the DET fis-2602 8 18 influence influence NOUN fis-2602 8 19 of of ADP fis-2602 8 20 load load NOUN fis-2602 8 21 and and CCONJ fis-2602 8 22 resistance resistance NOUN fis-2602 8 23 factors factor NOUN fis-2602 8 24 based base VERB fis-2602 8 25 - - PUNCT fis-2602 8 26 on on ADP fis-2602 8 27 aci aci PROPN fis-2602 8 28 standard standard PROPN fis-2602 8 29 has have AUX fis-2602 8 30 been be AUX fis-2602 8 31 examined examine VERB fis-2602 8 32 . . PUNCT fis-2602 9 1 the the DET fis-2602 9 2 proposed propose VERB fis-2602 9 3 method method NOUN fis-2602 9 4 is be AUX fis-2602 9 5 applicable applicable ADJ fis-2602 9 6 to to ADP fis-2602 9 7 all all DET fis-2602 9 8 concrete concrete ADJ fis-2602 9 9 standards standard NOUN fis-2602 9 10 . . PUNCT fis-2602 10 1 however however ADV fis-2602 10 2 , , PUNCT fis-2602 10 3 here here ADV fis-2602 10 4 the the DET fis-2602 10 5 procedures procedure NOUN fis-2602 10 6 are be AUX fis-2602 10 7 based base VERB fis-2602 10 8 on on ADP fis-2602 10 9 the the DET fis-2602 10 10 aci aci PROPN fis-2602 10 11 standard standard PROPN fis-2602 10 12 . . PUNCT fis-2602 11 1 keywords keyword NOUN fis-2602 11 2 . . PUNCT fis-2602 12 1 reliability reliability NOUN fis-2602 12 2 - - PUNCT fis-2602 12 3 based base VERB fis-2602 12 4 design design NOUN fis-2602 12 5 ; ; PUNCT fis-2602 12 6 reinforced reinforce VERB fis-2602 12 7 concrete concrete ADJ fis-2602 12 8 beam beam NOUN fis-2602 12 9 ; ; PUNCT fis-2602 12 10 safety safety NOUN fis-2602 12 11 index index NOUN fis-2602 12 12 ; ; PUNCT fis-2602 12 13 load load NOUN fis-2602 12 14 and and CCONJ fis-2602 12 15 resistance resistance NOUN fis-2602 12 16 factors factor NOUN fis-2602 12 17 ; ; PUNCT fis-2602 12 18 monte monte PROPN fis-2602 12 19 - - PUNCT fis-2602 12 20 carlo carlo PROPN fis-2602 12 21 simulation simulation NOUN fis-2602 12 22 . . PUNCT fis-2602 13 1 citation citation NOUN fis-2602 13 2 : : PUNCT fis-2602 14 1 jafari jafari PROPN fis-2602 14 2 , , PUNCT fis-2602 14 3 f. f. PROPN fis-2602 14 4 , , PUNCT fis-2602 14 5 akbari akbari PROPN fis-2602 14 6 , , PUNCT fis-2602 14 7 j. j. PROPN fis-2602 14 8 , , PUNCT fis-2602 14 9 reliabilitybased reliabilitybase VERB fis-2602 14 10 design design NOUN fis-2602 14 11 of of ADP fis-2602 14 12 reinforced reinforce VERB fis-2602 14 13 concrete concrete ADJ fis-2602 14 14 beams beam NOUN fis-2602 14 15 for for ADP fis-2602 14 16 simultaneous simultaneous ADJ fis-2602 14 17 bending bending NOUN fis-2602 14 18 , , PUNCT fis-2602 14 19 shear shear NOUN fis-2602 14 20 , , PUNCT fis-2602 14 21 and and CCONJ fis-2602 14 22 torsion torsion NOUN fis-2602 14 23 loadings loading NOUN fis-2602 14 24 , , PUNCT fis-2602 14 25 frattura frattura PROPN fis-2602 14 26 ed ed PROPN fis-2602 14 27 integrità integrità PROPN fis-2602 14 28 strutturale strutturale PROPN fis-2602 14 29 , , PUNCT fis-2602 14 30 51 51 NUM fis-2602 14 31 ( ( PUNCT fis-2602 14 32 2020 2020 NUM fis-2602 14 33 ) ) PUNCT fis-2602 14 34 136 136 NUM fis-2602 14 35 - - SYM fis-2602 14 36 150 150 NUM fis-2602 14 37 . . PUNCT fis-2602 15 1 received receive VERB fis-2602 15 2 : : PUNCT fis-2602 15 3 29.08.2019 29.08.2019 NUM fis-2602 15 4 accepted accept VERB fis-2602 15 5 : : PUNCT fis-2602 15 6 07.11.2019 07.11.2019 NUM fis-2602 15 7 published publish VERB fis-2602 15 8 : : PUNCT fis-2602 15 9 01.01.2020 01.01.2020 DET fis-2602 15 10 copyright copyright NOUN fis-2602 15 11 : : PUNCT fis-2602 15 12 © © PROPN fis-2602 15 13 2020 2020 NUM fis-2602 15 14 this this PRON fis-2602 15 15 is be AUX fis-2602 15 16 an an DET fis-2602 15 17 open open ADJ fis-2602 15 18 access access NOUN fis-2602 15 19 article article NOUN fis-2602 15 20 under under ADP fis-2602 15 21 the the DET fis-2602 15 22 terms term NOUN fis-2602 15 23 of of ADP fis-2602 15 24 the the DET fis-2602 15 25 cc cc NOUN fis-2602 15 26 - - PUNCT fis-2602 15 27 by by ADP fis-2602 15 28 4.0 4.0 NUM fis-2602 15 29 , , PUNCT fis-2602 15 30 which which PRON fis-2602 15 31 permits permit VERB fis-2602 15 32 unrestricted unrestricted ADJ fis-2602 15 33 use use NOUN fis-2602 15 34 , , PUNCT fis-2602 15 35 distribution distribution NOUN fis-2602 15 36 , , PUNCT fis-2602 15 37 and and CCONJ fis-2602 15 38 reproduction reproduction NOUN fis-2602 15 39 in in ADP fis-2602 15 40 any any DET fis-2602 15 41 medium medium NOUN fis-2602 15 42 , , PUNCT fis-2602 15 43 provided provide VERB fis-2602 15 44 the the DET fis-2602 15 45 original original ADJ fis-2602 15 46 author author NOUN fis-2602 15 47 and and CCONJ fis-2602 15 48 source source NOUN fis-2602 15 49 are be AUX fis-2602 15 50 credited credit VERB fis-2602 15 51 . . PUNCT fis-2602 16 1 introduction introduction NOUN fis-2602 16 2 eliability eliability NOUN fis-2602 16 3 method method NOUN fis-2602 16 4 as as ADP fis-2602 16 5 a a DET fis-2602 16 6 probabilistic probabilistic ADJ fis-2602 16 7 design design NOUN fis-2602 16 8 approach approach NOUN fis-2602 16 9 that that PRON fis-2602 16 10 was be AUX fis-2602 16 11 proposed propose VERB fis-2602 16 12 for for ADP fis-2602 16 13 the the DET fis-2602 16 14 first first ADJ fis-2602 16 15 time time NOUN fis-2602 16 16 by by ADP fis-2602 16 17 ellingwood ellingwood NOUN fis-2602 16 18 in1974 in1974 NOUN fis-2602 16 19 , , PUNCT fis-2602 16 20 and and CCONJ fis-2602 16 21 then then ADV fis-2602 16 22 many many ADJ fis-2602 16 23 efforts effort NOUN fis-2602 16 24 were be AUX fis-2602 16 25 carried carry VERB fis-2602 16 26 out out ADP fis-2602 16 27 in in ADP fis-2602 16 28 order order NOUN fis-2602 16 29 to to PART fis-2602 16 30 employ employ VERB fis-2602 16 31 uncertainties uncertainty NOUN fis-2602 16 32 and and CCONJ fis-2602 16 33 probability probability NOUN fis-2602 16 34 of of ADP fis-2602 16 35 parameters parameter NOUN fis-2602 16 36 in in ADP fis-2602 16 37 current current ADJ fis-2602 16 38 design design NOUN fis-2602 16 39 methods method NOUN fis-2602 16 40 [ [ X fis-2602 16 41 1 1 NUM fis-2602 16 42 ] ] PUNCT fis-2602 16 43 . . PUNCT fis-2602 17 1 for for ADP fis-2602 17 2 instance instance NOUN fis-2602 17 3 , , PUNCT fis-2602 17 4 evan evan PROPN fis-2602 17 5 et et PROPN fis-2602 17 6 al al PROPN fis-2602 18 1 [ [ X fis-2602 18 2 2 2 NUM fis-2602 18 3 ] ] PUNCT fis-2602 18 4 calculated calculate VERB fis-2602 18 5 the the DET fis-2602 18 6 shear shear NOUN fis-2602 18 7 force force NOUN fis-2602 18 8 of of ADP fis-2602 18 9 reinforced reinforce VERB fis-2602 18 10 concrete concrete ADJ fis-2602 18 11 beam beam NOUN fis-2602 18 12 in in ADP fis-2602 18 13 aci aci PROPN fis-2602 18 14 regulation regulation NOUN fis-2602 18 15 using use VERB fis-2602 18 16 new new ADJ fis-2602 18 17 methods method NOUN fis-2602 18 18 of of ADP fis-2602 18 19 reliability reliability NOUN fis-2602 18 20 in in ADP fis-2602 18 21 2006 2006 NUM fis-2602 18 22 . . PUNCT fis-2602 19 1 the the DET fis-2602 19 2 conducted conduct VERB fis-2602 19 3 researches research VERB fis-2602 19 4 in in ADP fis-2602 19 5 this this DET fis-2602 19 6 field field NOUN fis-2602 19 7 indicate indicate VERB fis-2602 19 8 this this DET fis-2602 19 9 important important ADJ fis-2602 19 10 issue issue NOUN fis-2602 19 11 that that SCONJ fis-2602 19 12 the the DET fis-2602 19 13 various various ADJ fis-2602 19 14 factors factor NOUN fis-2602 19 15 are be AUX fis-2602 19 16 effective effective ADJ fis-2602 19 17 in in ADP fis-2602 19 18 the the DET fis-2602 19 19 failure failure NOUN fis-2602 19 20 of of ADP fis-2602 19 21 concrete concrete ADJ fis-2602 19 22 beams beam NOUN fis-2602 19 23 . . PUNCT fis-2602 20 1 these these DET fis-2602 20 2 factors factor NOUN fis-2602 20 3 are be AUX fis-2602 20 4 the the DET fis-2602 20 5 ratio ratio NOUN fis-2602 20 6 of of ADP fis-2602 20 7 the the DET fis-2602 20 8 span span NOUN fis-2602 20 9 length length NOUN fis-2602 20 10 over over ADP fis-2602 20 11 effective effective ADJ fis-2602 20 12 depth depth NOUN fis-2602 20 13 , , PUNCT fis-2602 20 14 ratio ratio NOUN fis-2602 20 15 of of ADP fis-2602 20 16 longitudinal longitudinal ADJ fis-2602 20 17 steel steel NOUN fis-2602 20 18 , , PUNCT fis-2602 20 19 support support NOUN fis-2602 20 20 conditions condition NOUN fis-2602 20 21 , , PUNCT fis-2602 20 22 loading loading NOUN fis-2602 20 23 conditions condition NOUN fis-2602 20 24 , , PUNCT fis-2602 20 25 and and CCONJ fis-2602 20 26 materials material NOUN fis-2602 20 27 properties property NOUN fis-2602 20 28 . . PUNCT fis-2602 21 1 the the DET fis-2602 21 2 performance performance NOUN fis-2602 21 3 of of ADP fis-2602 21 4 a a DET fis-2602 21 5 concrete concrete ADJ fis-2602 21 6 beam beam NOUN fis-2602 21 7 in in ADP fis-2602 21 8 the the DET fis-2602 21 9 laboratory laboratory NOUN fis-2602 21 10 on on ADP fis-2602 21 11 the the DET fis-2602 21 12 basis basis NOUN fis-2602 21 13 of of ADP fis-2602 21 14 the the DET fis-2602 21 15 statistical statistical ADJ fis-2602 21 16 methods method NOUN fis-2602 21 17 was be AUX fis-2602 21 18 studied study VERB fis-2602 21 19 . . PUNCT fis-2602 22 1 in in ADP fis-2602 22 2 2013 2013 NUM fis-2602 22 3 , , PUNCT fis-2602 22 4 porco porco PROPN fis-2602 22 5 et et PROPN fis-2602 22 6 al al PROPN fis-2602 23 1 [ [ X fis-2602 23 2 3 3 NUM fis-2602 23 3 ] ] PUNCT fis-2602 23 4 studied study VERB fis-2602 23 5 the the DET fis-2602 23 6 r r NOUN fis-2602 23 7 http://www.gruppofrattura.it/va/51/2602.mp4 http://www.gruppofrattura.it/va/51/2602.mp4 PROPN fis-2602 23 8 f. f. PROPN fis-2602 23 9 jafari jafari PROPN fis-2602 23 10 et et PROPN fis-2602 23 11 alii alii PROPN fis-2602 23 12 , , PUNCT fis-2602 23 13 frattura frattura PROPN fis-2602 23 14 ed ed PROPN fis-2602 23 15 integrità integrità PROPN fis-2602 23 16 strutturale strutturale PROPN fis-2602 23 17 , , PUNCT fis-2602 23 18 51 51 NUM fis-2602 23 19 ( ( PUNCT fis-2602 23 20 2020 2020 NUM fis-2602 23 21 ) ) PUNCT fis-2602 23 22 136 136 NUM fis-2602 23 23 - - SYM fis-2602 23 24 150 150 NUM fis-2602 23 25 ; ; PUNCT fis-2602 23 26 doi doi NOUN fis-2602 23 27 : : PUNCT fis-2602 23 28 10.3221 10.3221 NUM fis-2602 23 29 / / SYM fis-2602 23 30 igf igf PROPN fis-2602 23 31 - - ADJ fis-2602 23 32 esis.51.11 esis.51.11 PROPN fis-2602 23 33 137 137 NUM fis-2602 23 34 punching punching NOUN fis-2602 23 35 shear shear NOUN fis-2602 23 36 using use VERB fis-2602 23 37 the the DET fis-2602 23 38 reliability reliability NOUN fis-2602 23 39 method method NOUN fis-2602 23 40 in in ADP fis-2602 23 41 a a DET fis-2602 23 42 flat flat ADJ fis-2602 23 43 slab slab NOUN fis-2602 23 44 . . PUNCT fis-2602 24 1 their their PRON fis-2602 24 2 study study NOUN fis-2602 24 3 was be AUX fis-2602 24 4 focused focus VERB fis-2602 24 5 on on ADP fis-2602 24 6 the the DET fis-2602 24 7 evaluation evaluation NOUN fis-2602 24 8 of of ADP fis-2602 24 9 the the DET fis-2602 24 10 compressive compressive ADJ fis-2602 24 11 strength strength NOUN fis-2602 24 12 of of ADP fis-2602 24 13 the the DET fis-2602 24 14 flat flat ADJ fis-2602 24 15 slab slab NOUN fis-2602 24 16 and and CCONJ fis-2602 24 17 its its PRON fis-2602 24 18 effective effective ADJ fis-2602 24 19 factors factor NOUN fis-2602 24 20 . . PUNCT fis-2602 25 1 moreover moreover ADV fis-2602 25 2 , , PUNCT fis-2602 25 3 in in ADP fis-2602 25 4 2014 2014 NUM fis-2602 25 5 daniel daniel PROPN fis-2602 25 6 jensen jensen PROPN fis-2602 26 1 [ [ X fis-2602 26 2 4 4 X fis-2602 26 3 ] ] PUNCT fis-2602 26 4 was be AUX fis-2602 26 5 carried carry VERB fis-2602 26 6 out out ADP fis-2602 26 7 research research NOUN fis-2602 26 8 to to PART fis-2602 26 9 obtain obtain VERB fis-2602 26 10 the the DET fis-2602 26 11 reliability reliability NOUN fis-2602 26 12 index index NOUN fis-2602 26 13 to to PART fis-2602 26 14 show show VERB fis-2602 26 15 the the DET fis-2602 26 16 effect effect NOUN fis-2602 26 17 of of ADP fis-2602 26 18 shear shear NOUN fis-2602 26 19 forces force NOUN fis-2602 26 20 and and CCONJ fis-2602 26 21 reinforcement reinforcement NOUN fis-2602 26 22 of of ADP fis-2602 26 23 concrete concrete ADJ fis-2602 26 24 bridges bridge NOUN fis-2602 26 25 . . PUNCT fis-2602 27 1 he he PRON fis-2602 27 2 showed show VERB fis-2602 27 3 that that SCONJ fis-2602 27 4 the the DET fis-2602 27 5 use use NOUN fis-2602 27 6 of of ADP fis-2602 27 7 this this DET fis-2602 27 8 method method NOUN fis-2602 27 9 was be AUX fis-2602 27 10 made make VERB fis-2602 27 11 the the DET fis-2602 27 12 design design NOUN fis-2602 27 13 10 10 NUM fis-2602 27 14 % % NOUN fis-2602 27 15 to to PART fis-2602 27 16 15 15 NUM fis-2602 27 17 % % NOUN fis-2602 27 18 lighter light ADJ fis-2602 27 19 . . PUNCT fis-2602 28 1 in in ADP fis-2602 28 2 2014 2014 NUM fis-2602 28 3 , , PUNCT fis-2602 28 4 bakers baker NOUN fis-2602 28 5 et et NOUN fis-2602 28 6 al al PROPN fis-2602 28 7 [ [ X fis-2602 28 8 5 5 NUM fis-2602 28 9 ] ] PUNCT fis-2602 28 10 examined examine VERB fis-2602 28 11 the the DET fis-2602 28 12 reliability reliability NOUN fis-2602 28 13 of of ADP fis-2602 28 14 concrete concrete ADJ fis-2602 28 15 bridge bridge NOUN fis-2602 28 16 in in ADP fis-2602 28 17 which which PRON fis-2602 28 18 the the DET fis-2602 28 19 studied study VERB fis-2602 28 20 beam beam NOUN fis-2602 28 21 was be AUX fis-2602 28 22 under under ADP fis-2602 28 23 the the DET fis-2602 28 24 effect effect NOUN fis-2602 28 25 of of ADP fis-2602 28 26 the the DET fis-2602 28 27 moment moment NOUN fis-2602 28 28 and and CCONJ fis-2602 28 29 shear shear NOUN fis-2602 28 30 forces force NOUN fis-2602 28 31 . . PUNCT fis-2602 29 1 there there PRON fis-2602 29 2 are be VERB fis-2602 29 3 also also ADV fis-2602 29 4 numerous numerous ADJ fis-2602 29 5 researches research NOUN fis-2602 29 6 were be AUX fis-2602 29 7 conducted conduct VERB fis-2602 29 8 by by ADP fis-2602 29 9 different different ADJ fis-2602 29 10 researchers researcher NOUN fis-2602 29 11 regarding regard VERB fis-2602 29 12 the the DET fis-2602 29 13 concrete concrete ADJ fis-2602 29 14 safety safety NOUN fis-2602 29 15 index index NOUN fis-2602 29 16 , , PUNCT fis-2602 29 17 including include VERB fis-2602 29 18 research research NOUN fis-2602 29 19 by by ADP fis-2602 29 20 nowak nowak PROPN fis-2602 29 21 et et PROPN fis-2602 29 22 al al PROPN fis-2602 30 1 [ [ X fis-2602 30 2 6 6 NUM fis-2602 30 3 ] ] PUNCT fis-2602 30 4 . . PUNCT fis-2602 31 1 the the DET fis-2602 31 2 authors author NOUN fis-2602 31 3 estimated estimate VERB fis-2602 31 4 the the DET fis-2602 31 5 safety safety NOUN fis-2602 31 6 index index NOUN fis-2602 31 7 in in ADP fis-2602 31 8 their their PRON fis-2602 31 9 research research NOUN fis-2602 31 10 to to PART fis-2602 31 11 investigate investigate VERB fis-2602 31 12 the the DET fis-2602 31 13 uncertainty uncertainty NOUN fis-2602 31 14 parameters parameter NOUN fis-2602 31 15 in in ADP fis-2602 31 16 various various ADJ fis-2602 31 17 materials material NOUN fis-2602 31 18 such such ADJ fis-2602 31 19 as as ADP fis-2602 31 20 high high ADJ fis-2602 31 21 strength strength NOUN fis-2602 31 22 concrete concrete ADJ fis-2602 31 23 , , PUNCT fis-2602 31 24 normal normal ADJ fis-2602 31 25 concrete concrete NOUN fis-2602 31 26 , , PUNCT fis-2602 31 27 and and CCONJ fis-2602 31 28 light light ADJ fis-2602 31 29 concrete concrete NOUN fis-2602 31 30 by by ADP fis-2602 31 31 taking take VERB fis-2602 31 32 into into ADP fis-2602 31 33 account account NOUN fis-2602 31 34 various various ADJ fis-2602 31 35 concrete concrete ADJ fis-2602 31 36 structures structure NOUN fis-2602 31 37 such such ADJ fis-2602 31 38 as as ADP fis-2602 31 39 slabs slab NOUN fis-2602 31 40 , , PUNCT fis-2602 31 41 beams beam NOUN fis-2602 31 42 , , PUNCT fis-2602 31 43 and and CCONJ fis-2602 31 44 columns column NOUN fis-2602 31 45 . . PUNCT fis-2602 32 1 in in ADP fis-2602 32 2 2013 2013 NUM fis-2602 32 3 , , PUNCT fis-2602 32 4 [ [ X fis-2602 32 5 7 7 X fis-2602 32 6 ] ] X fis-2602 32 7 uva uva PROPN fis-2602 32 8 et et PROPN fis-2602 32 9 al al PROPN fis-2602 32 10 proposed propose VERB fis-2602 32 11 a a DET fis-2602 32 12 seismic seismic ADJ fis-2602 32 13 assessment assessment NOUN fis-2602 32 14 of of ADP fis-2602 32 15 in in ADP fis-2602 32 16 - - PUNCT fis-2602 32 17 situ situ NOUN fis-2602 32 18 concrete concrete NOUN fis-2602 32 19 on on ADP fis-2602 32 20 buildings building NOUN fis-2602 32 21 such such ADJ fis-2602 32 22 that that SCONJ fis-2602 32 23 concrete concrete ADJ fis-2602 32 24 resistance resistance NOUN fis-2602 32 25 can can AUX fis-2602 32 26 be be AUX fis-2602 32 27 evaluated evaluate VERB fis-2602 32 28 by by ADP fis-2602 32 29 a a DET fis-2602 32 30 novel novel ADJ fis-2602 32 31 cdd cdd NOUN fis-2602 32 32 method method NOUN fis-2602 32 33 to to ADP fis-2602 32 34 considering consider VERB fis-2602 32 35 the the DET fis-2602 32 36 effect effect NOUN fis-2602 32 37 of of ADP fis-2602 32 38 random random ADJ fis-2602 32 39 parameters parameter NOUN fis-2602 33 1 [ [ X fis-2602 33 2 7 7 NUM fis-2602 33 3 ] ] PUNCT fis-2602 33 4 . . PUNCT fis-2602 34 1 pérez pérez NOUN fis-2602 34 2 - - PUNCT fis-2602 34 3 rocha rocha PROPN fis-2602 34 4 ( ( PUNCT fis-2602 34 5 2013 2013 NUM fis-2602 34 6 ) ) PUNCT fis-2602 34 7 was be AUX fis-2602 34 8 used use VERB fis-2602 34 9 the the DET fis-2602 34 10 uncertainty uncertainty NOUN fis-2602 34 11 method method NOUN fis-2602 34 12 to to PART fis-2602 34 13 examine examine VERB fis-2602 34 14 better well ADJ fis-2602 34 15 design design NOUN fis-2602 34 16 and and CCONJ fis-2602 34 17 safety safety NOUN fis-2602 34 18 of of ADP fis-2602 34 19 the the DET fis-2602 34 20 structures structure NOUN fis-2602 34 21 , , PUNCT fis-2602 34 22 including include VERB fis-2602 34 23 beam beam NOUN fis-2602 34 24 , , PUNCT fis-2602 34 25 column column NOUN fis-2602 34 26 , , PUNCT fis-2602 34 27 and and CCONJ fis-2602 34 28 wall wall NOUN fis-2602 34 29 in in ADP fis-2602 34 30 mexico mexico PROPN fis-2602 34 31 regulation regulation NOUN fis-2602 34 32 . . PUNCT fis-2602 35 1 the the DET fis-2602 35 2 calibration calibration NOUN fis-2602 35 3 of of ADP fis-2602 35 4 design design NOUN fis-2602 35 5 codes code NOUN fis-2602 35 6 was be AUX fis-2602 35 7 based base VERB fis-2602 35 8 on on ADP fis-2602 35 9 the the DET fis-2602 35 10 coefficients coefficient NOUN fis-2602 35 11 existing exist VERB fis-2602 35 12 in in ADP fis-2602 35 13 regulations regulation NOUN fis-2602 35 14 [ [ X fis-2602 35 15 8 8 NUM fis-2602 35 16 ] ] PUNCT fis-2602 35 17 . . PUNCT fis-2602 36 1 later later ADV fis-2602 36 2 on on ADV fis-2602 36 3 , , PUNCT fis-2602 36 4 in in ADP fis-2602 36 5 2014 2014 NUM fis-2602 36 6 , , PUNCT fis-2602 36 7 abejide abejide SCONJ fis-2602 36 8 examined examine VERB fis-2602 36 9 the the DET fis-2602 36 10 effects effect NOUN fis-2602 36 11 of of ADP fis-2602 36 12 uncertainties uncertainty NOUN fis-2602 36 13 in in ADP fis-2602 36 14 the the DET fis-2602 36 15 safety safety NOUN fis-2602 36 16 of of ADP fis-2602 36 17 section section NOUN fis-2602 36 18 for for ADP fis-2602 36 19 three three NUM fis-2602 36 20 flexure flexure NOUN fis-2602 36 21 , , PUNCT fis-2602 36 22 shear shear NOUN fis-2602 36 23 and and CCONJ fis-2602 36 24 axial axial ADJ fis-2602 36 25 compression compression NOUN fis-2602 36 26 states state NOUN fis-2602 36 27 in in ADP fis-2602 36 28 aci aci PROPN fis-2602 36 29 318 318 NUM fis-2602 36 30 - - SYM fis-2602 36 31 11 11 NUM fis-2602 36 32 standard standard NOUN fis-2602 36 33 by by ADP fis-2602 36 34 considering consider VERB fis-2602 36 35 the the DET fis-2602 36 36 random random ADJ fis-2602 36 37 nature nature NOUN fis-2602 36 38 of of ADP fis-2602 36 39 the the DET fis-2602 36 40 parameters parameter NOUN fis-2602 36 41 for for ADP fis-2602 36 42 reinforced reinforce VERB fis-2602 36 43 concrete[9 concrete[9 PROPN fis-2602 36 44 ] ] PUNCT fis-2602 36 45 . . PUNCT fis-2602 37 1 al al PROPN fis-2602 37 2 - - PUNCT fis-2602 37 3 ansari ansari PROPN fis-2602 37 4 et et PROPN fis-2602 37 5 al al PROPN fis-2602 37 6 applied apply VERB fis-2602 37 7 experimental experimental ADJ fis-2602 37 8 and and CCONJ fis-2602 37 9 numerical numerical ADJ fis-2602 37 10 methods method NOUN fis-2602 37 11 ( ( PUNCT fis-2602 37 12 fem fem NOUN fis-2602 37 13 ) ) PUNCT fis-2602 37 14 in in ADP fis-2602 37 15 order order NOUN fis-2602 37 16 to to PART fis-2602 37 17 study study VERB fis-2602 37 18 the the DET fis-2602 37 19 flexural flexural ADJ fis-2602 37 20 behavior behavior NOUN fis-2602 37 21 of of ADP fis-2602 37 22 t t PROPN fis-2602 37 23 and and CCONJ fis-2602 37 24 rectangular rectangular ADJ fis-2602 37 25 concrete concrete ADJ fis-2602 37 26 beams beam NOUN fis-2602 37 27 . . PUNCT fis-2602 38 1 their their PRON fis-2602 38 2 experimental experimental ADJ fis-2602 38 3 study study NOUN fis-2602 38 4 was be AUX fis-2602 38 5 compared compare VERB fis-2602 38 6 with with ADP fis-2602 38 7 the the DET fis-2602 38 8 fem fem NOUN fis-2602 38 9 analysis analysis NOUN fis-2602 38 10 results result NOUN fis-2602 38 11 for for ADP fis-2602 38 12 verifying verify VERB fis-2602 38 13 the the DET fis-2602 38 14 fem fem NOUN fis-2602 38 15 code code NOUN fis-2602 38 16 , , PUNCT fis-2602 38 17 which which PRON fis-2602 38 18 showed show VERB fis-2602 38 19 that that SCONJ fis-2602 38 20 the the DET fis-2602 38 21 fem fem NOUN fis-2602 38 22 result result NOUN fis-2602 38 23 of of ADP fis-2602 38 24 rectangular rectangular ADJ fis-2602 38 25 beam beam NOUN fis-2602 38 26 is be AUX fis-2602 38 27 more more ADV fis-2602 38 28 safer safe ADJ fis-2602 38 29 than than ADP fis-2602 38 30 an an DET fis-2602 38 31 experimental experimental ADJ fis-2602 38 32 result result NOUN fis-2602 38 33 for for ADP fis-2602 38 34 t t PROPN fis-2602 38 35 - - PUNCT fis-2602 38 36 beam[10 beam[10 NOUN fis-2602 38 37 ] ] PUNCT fis-2602 38 38 . . PUNCT fis-2602 39 1 bastidas bastida VERB fis-2602 39 2 et et PROPN fis-2602 39 3 al al PROPN fis-2602 39 4 in in ADP fis-2602 39 5 2018 2018 NUM fis-2602 39 6 studied study VERB fis-2602 39 7 the the DET fis-2602 39 8 combined combine VERB fis-2602 39 9 effects effect NOUN fis-2602 39 10 of of ADP fis-2602 39 11 chloride chloride NOUN fis-2602 39 12 - - PUNCT fis-2602 39 13 induced induce VERB fis-2602 39 14 corrosion corrosion NOUN fis-2602 39 15 , , PUNCT fis-2602 39 16 climate climate NOUN fis-2602 39 17 change change NOUN fis-2602 39 18 and and CCONJ fis-2602 39 19 cyclic cyclic ADJ fis-2602 39 20 loading loading NOUN fis-2602 39 21 with with ADP fis-2602 39 22 a a DET fis-2602 39 23 stochastic stochastic ADJ fis-2602 39 24 model.the model.the DET fis-2602 39 25 results result NOUN fis-2602 39 26 of of ADP fis-2602 39 27 this this DET fis-2602 39 28 study study NOUN fis-2602 39 29 show show VERB fis-2602 39 30 that that SCONJ fis-2602 39 31 the the DET fis-2602 39 32 climate climate NOUN fis-2602 39 33 change change NOUN fis-2602 39 34 lifetime lifetime NOUN fis-2602 39 35 of of ADP fis-2602 39 36 structure structure NOUN fis-2602 39 37 by by ADP fis-2602 39 38 roughly roughly ADV fis-2602 39 39 1.4 1.4 NUM fis-2602 39 40 -2.3 -2.3 NUM fis-2602 39 41 % % NOUN fis-2602 39 42 [ [ X fis-2602 39 43 11 11 NUM fis-2602 39 44 ] ] PUNCT fis-2602 39 45 . . PUNCT fis-2602 40 1 jafari jafari PROPN fis-2602 40 2 et et PROPN fis-2602 40 3 al al PROPN fis-2602 40 4 studied study VERB fis-2602 40 5 the the DET fis-2602 40 6 safety safety NOUN fis-2602 40 7 index index NOUN fis-2602 40 8 of of ADP fis-2602 40 9 iranian iranian ADJ fis-2602 40 10 concrete concrete PROPN fis-2602 40 11 standard standard NOUN fis-2602 40 12 for for ADP fis-2602 40 13 bending bend VERB fis-2602 40 14 , , PUNCT fis-2602 40 15 shear shear NOUN fis-2602 40 16 and and CCONJ fis-2602 40 17 torsion torsion NOUN fis-2602 40 18 state state NOUN fis-2602 40 19 using use VERB fis-2602 40 20 monte monte PROPN fis-2602 40 21 carlo carlo PROPN fis-2602 40 22 simulation simulation PROPN fis-2602 40 23 . . PUNCT fis-2602 41 1 in in ADP fis-2602 41 2 their their PRON fis-2602 41 3 research research NOUN fis-2602 41 4 , , PUNCT fis-2602 41 5 the the DET fis-2602 41 6 safety safety NOUN fis-2602 41 7 surface surface NOUN fis-2602 41 8 for for ADP fis-2602 41 9 t t PROPN fis-2602 41 10 , , PUNCT fis-2602 41 11 l l NOUN fis-2602 41 12 , , PUNCT fis-2602 41 13 and and CCONJ fis-2602 41 14 rectangular rectangular ADJ fis-2602 41 15 beams beam NOUN fis-2602 41 16 obtained obtain VERB fis-2602 41 17 and and CCONJ fis-2602 41 18 compared compare VERB fis-2602 41 19 with with ADP fis-2602 41 20 together together NOUN fis-2602 42 1 [ [ X fis-2602 42 2 12 12 NUM fis-2602 42 3 ] ] PUNCT fis-2602 42 4 . . PUNCT fis-2602 43 1 akbari akbari PROPN fis-2602 43 2 and and CCONJ fis-2602 43 3 jafari jafari PROPN fis-2602 43 4 studied study VERB fis-2602 43 5 the the DET fis-2602 43 6 reliability reliability NOUN fis-2602 43 7 behavior behavior NOUN fis-2602 43 8 of of ADP fis-2602 43 9 concrete concrete ADJ fis-2602 43 10 beam beam NOUN fis-2602 43 11 ( ( PUNCT fis-2602 43 12 t t PROPN fis-2602 43 13 , , PUNCT fis-2602 43 14 l l NOUN fis-2602 43 15 , , PUNCT fis-2602 43 16 and and CCONJ fis-2602 43 17 rectangular rectangular ADJ fis-2602 43 18 shape shape NOUN fis-2602 43 19 ) ) PUNCT fis-2602 43 20 under under ADP fis-2602 43 21 bending bend VERB fis-2602 43 22 conditions condition NOUN fis-2602 43 23 using use VERB fis-2602 43 24 monte monte PROPN fis-2602 43 25 carlo carlo PROPN fis-2602 43 26 simulation simulation PROPN fis-2602 43 27 . . PUNCT fis-2602 44 1 the the DET fis-2602 44 2 beta beta ADJ fis-2602 44 3 indexes index NOUN fis-2602 44 4 , , PUNCT fis-2602 44 5 load load VERB fis-2602 44 6 resistance resistance NOUN fis-2602 44 7 factors factor NOUN fis-2602 44 8 , , PUNCT fis-2602 44 9 and and CCONJ fis-2602 44 10 strength strength NOUN fis-2602 44 11 reduction reduction NOUN fis-2602 44 12 factors factor NOUN fis-2602 44 13 were be AUX fis-2602 44 14 obtained obtain VERB fis-2602 44 15 for for ADP fis-2602 44 16 different different ADJ fis-2602 44 17 sections[13 sections[13 NOUN fis-2602 44 18 ] ] PUNCT fis-2602 44 19 . . PUNCT fis-2602 45 1 as as ADV fis-2602 45 2 well well ADV fis-2602 45 3 , , PUNCT fis-2602 45 4 slowik slowik PROPN fis-2602 45 5 et et PROPN fis-2602 45 6 al al PROPN fis-2602 45 7 applied apply VERB fis-2602 45 8 a a DET fis-2602 45 9 probabilistic probabilistic ADJ fis-2602 45 10 approach approach NOUN fis-2602 45 11 to to ADP fis-2602 45 12 the the DET fis-2602 45 13 reliability reliability NOUN fis-2602 45 14 analysis analysis NOUN fis-2602 45 15 of of ADP fis-2602 45 16 longitudinally longitudinally ADV fis-2602 45 17 reinforced reinforce VERB fis-2602 45 18 concrete concrete ADJ fis-2602 45 19 beams beam NOUN fis-2602 45 20 [ [ X fis-2602 45 21 14 14 NUM fis-2602 45 22 ] ] PUNCT fis-2602 45 23 . . PUNCT fis-2602 46 1 huang huang PROPN fis-2602 46 2 et et PROPN fis-2602 46 3 al al PROPN fis-2602 46 4 in in ADP fis-2602 46 5 2019 2019 NUM fis-2602 46 6 studied study VERB fis-2602 46 7 the the DET fis-2602 46 8 flexural flexural ADJ fis-2602 46 9 behavior behavior NOUN fis-2602 46 10 of of ADP fis-2602 46 11 frp frp PROPN fis-2602 46 12 - - PUNCT fis-2602 46 13 strengthened strengthen VERB fis-2602 46 14 reinforced reinforce VERB fis-2602 46 15 concrete concrete ADJ fis-2602 46 16 beams beam NOUN fis-2602 46 17 using use VERB fis-2602 46 18 the the DET fis-2602 46 19 ultimate ultimate ADJ fis-2602 46 20 limit limit NOUN fis-2602 46 21 state state NOUN fis-2602 46 22 method method NOUN fis-2602 46 23 . . PUNCT fis-2602 47 1 according accord VERB fis-2602 47 2 to to ADP fis-2602 47 3 the the DET fis-2602 47 4 result result NOUN fis-2602 47 5 of of ADP fis-2602 47 6 this this DET fis-2602 47 7 research research NOUN fis-2602 47 8 , , PUNCT fis-2602 47 9 the the DET fis-2602 47 10 probability probability NOUN fis-2602 47 11 of of ADP fis-2602 47 12 failure failure NOUN fis-2602 47 13 is be AUX fis-2602 47 14 different different ADJ fis-2602 47 15 for for SCONJ fis-2602 47 16 each each DET fis-2602 47 17 failure failure NOUN fis-2602 47 18 mode mode NOUN fis-2602 47 19 and and CCONJ fis-2602 47 20 reduction reduction NOUN fis-2602 47 21 resistance resistance NOUN fis-2602 47 22 has have VERB fis-2602 47 23 a a DET fis-2602 47 24 significant significant ADJ fis-2602 47 25 influence influence NOUN fis-2602 47 26 on on ADP fis-2602 47 27 concrete concrete ADJ fis-2602 47 28 behavior behavior NOUN fis-2602 47 29 [ [ X fis-2602 47 30 15 15 NUM fis-2602 47 31 ] ] PUNCT fis-2602 47 32 . . PUNCT fis-2602 48 1 comprehensive comprehensive PROPN fis-2602 48 2 literature literature NOUN fis-2602 48 3 has have AUX fis-2602 48 4 been be AUX fis-2602 48 5 published publish VERB fis-2602 48 6 on on ADP fis-2602 48 7 the the DET fis-2602 48 8 reliability reliability NOUN fis-2602 48 9 - - PUNCT fis-2602 48 10 based base VERB fis-2602 48 11 design design NOUN fis-2602 48 12 of of ADP fis-2602 48 13 concrete concrete ADJ fis-2602 48 14 structures structure NOUN fis-2602 48 15 . . PUNCT fis-2602 49 1 as as ADV fis-2602 49 2 well well ADV fis-2602 49 3 , , PUNCT fis-2602 49 4 extensive extensive ADJ fis-2602 49 5 researches research NOUN fis-2602 49 6 were be AUX fis-2602 49 7 accomplished accomplish VERB fis-2602 49 8 for for ADP fis-2602 49 9 safety safety NOUN fis-2602 49 10 index index NOUN fis-2602 49 11 calculations calculation NOUN fis-2602 49 12 ; ; PUNCT fis-2602 49 13 no no DET fis-2602 49 14 single single ADJ fis-2602 49 15 study study NOUN fis-2602 49 16 exists exist VERB fis-2602 49 17 , , PUNCT fis-2602 49 18 which which PRON fis-2602 49 19 computes compute VERB fis-2602 49 20 the the DET fis-2602 49 21 load load NOUN fis-2602 49 22 and and CCONJ fis-2602 49 23 resistance resistance NOUN fis-2602 49 24 factors factor NOUN fis-2602 49 25 that that PRON fis-2602 49 26 related relate VERB fis-2602 49 27 to to ADP fis-2602 49 28 the the DET fis-2602 49 29 specified specified ADJ fis-2602 49 30 safety safety NOUN fis-2602 49 31 index index NOUN fis-2602 49 32 . . PUNCT fis-2602 50 1 therefore therefore ADV fis-2602 50 2 , , PUNCT fis-2602 50 3 to to ADP fis-2602 50 4 our our PRON fis-2602 50 5 knowledge knowledge NOUN fis-2602 50 6 , , PUNCT fis-2602 50 7 detailed detailed ADJ fis-2602 50 8 studies study NOUN fis-2602 50 9 for for ADP fis-2602 50 10 calibration calibration NOUN fis-2602 50 11 of of ADP fis-2602 50 12 the the DET fis-2602 50 13 load load NOUN fis-2602 50 14 and and CCONJ fis-2602 50 15 resistance resistance NOUN fis-2602 50 16 factors factor NOUN fis-2602 50 17 were be AUX fis-2602 50 18 not not PART fis-2602 50 19 reported report VERB fis-2602 50 20 throughout throughout ADP fis-2602 50 21 the the DET fis-2602 50 22 literature literature NOUN fis-2602 50 23 . . PUNCT fis-2602 51 1 accordingly accordingly ADV fis-2602 51 2 , , PUNCT fis-2602 51 3 in in ADP fis-2602 51 4 this this DET fis-2602 51 5 investigation investigation NOUN fis-2602 51 6 , , PUNCT fis-2602 51 7 the the DET fis-2602 51 8 load load NOUN fis-2602 51 9 and and CCONJ fis-2602 51 10 resistance resistance NOUN fis-2602 51 11 , , PUNCT fis-2602 51 12 loading loading NOUN fis-2602 51 13 factors factor NOUN fis-2602 51 14 for for ADP fis-2602 51 15 all all DET fis-2602 51 16 main main ADJ fis-2602 51 17 loadings loading NOUN fis-2602 51 18 are be AUX fis-2602 51 19 calculated calculate VERB fis-2602 51 20 for for ADP fis-2602 51 21 any any DET fis-2602 51 22 desired desire VERB fis-2602 51 23 safety safety NOUN fis-2602 51 24 index index NOUN fis-2602 51 25 and and CCONJ fis-2602 51 26 any any DET fis-2602 51 27 loading loading NOUN fis-2602 51 28 ratios ratio NOUN fis-2602 51 29 . . PUNCT fis-2602 52 1 consequently consequently ADV fis-2602 52 2 , , PUNCT fis-2602 52 3 the the DET fis-2602 52 4 methodology methodology NOUN fis-2602 52 5 of of ADP fis-2602 52 6 the the DET fis-2602 52 7 present present ADJ fis-2602 52 8 paper paper NOUN fis-2602 52 9 could could AUX fis-2602 52 10 be be AUX fis-2602 52 11 used use VERB fis-2602 52 12 on on ADP fis-2602 52 13 the the DET fis-2602 52 14 design design NOUN fis-2602 52 15 of of ADP fis-2602 52 16 the the DET fis-2602 52 17 beams beam NOUN fis-2602 52 18 under under ADP fis-2602 52 19 bending bending NOUN fis-2602 52 20 , , PUNCT fis-2602 52 21 shear shear NOUN fis-2602 52 22 , , PUNCT fis-2602 52 23 and and CCONJ fis-2602 52 24 torsion torsion NOUN fis-2602 52 25 loadings loading NOUN fis-2602 52 26 for for ADP fis-2602 52 27 a a DET fis-2602 52 28 fully fully ADV fis-2602 52 29 probabilistic probabilistic ADJ fis-2602 52 30 based base VERB fis-2602 52 31 approach approach NOUN fis-2602 52 32 for for ADP fis-2602 52 33 all all DET fis-2602 52 34 design design NOUN fis-2602 52 35 codes code NOUN fis-2602 52 36 . . PUNCT fis-2602 53 1 as as ADP fis-2602 53 2 a a DET fis-2602 53 3 sample sample NOUN fis-2602 53 4 , , PUNCT fis-2602 53 5 the the DET fis-2602 53 6 safety safety NOUN fis-2602 53 7 index index NOUN fis-2602 53 8 for for ADP fis-2602 53 9 aci aci PROPN fis-2602 53 10 concrete concrete PROPN fis-2602 53 11 standard standard NOUN fis-2602 54 1 [ [ X fis-2602 54 2 16 16 NUM fis-2602 54 3 ] ] PUNCT fis-2602 54 4 for for ADP fis-2602 54 5 three three NUM fis-2602 54 6 limit limit NOUN fis-2602 54 7 states state NOUN fis-2602 54 8 of of ADP fis-2602 54 9 shear shear NOUN fis-2602 54 10 , , PUNCT fis-2602 54 11 bending bending NOUN fis-2602 54 12 and and CCONJ fis-2602 54 13 torsion torsion NOUN fis-2602 54 14 and and CCONJ fis-2602 54 15 also also ADV fis-2602 54 16 for for ADP fis-2602 54 17 the the DET fis-2602 54 18 combination combination NOUN fis-2602 54 19 of of ADP fis-2602 54 20 the the DET fis-2602 54 21 above above ADV fis-2602 54 22 - - PUNCT fis-2602 54 23 mentioned mention VERB fis-2602 54 24 limit limit NOUN fis-2602 54 25 states state NOUN fis-2602 54 26 are be AUX fis-2602 54 27 carried carry VERB fis-2602 54 28 out out ADP fis-2602 54 29 . . PUNCT fis-2602 55 1 to to PART fis-2602 55 2 achieve achieve VERB fis-2602 55 3 this this PRON fis-2602 55 4 , , PUNCT fis-2602 55 5 the the DET fis-2602 55 6 safety safety NOUN fis-2602 55 7 indexes index NOUN fis-2602 55 8 were be AUX fis-2602 55 9 obtained obtain VERB fis-2602 55 10 by by ADP fis-2602 55 11 introducing introduce VERB fis-2602 55 12 uncertainty uncertainty NOUN fis-2602 55 13 factors factor NOUN fis-2602 55 14 in in ADP fis-2602 55 15 beam beam NOUN fis-2602 55 16 design design NOUN fis-2602 55 17 equations equation NOUN fis-2602 55 18 and and CCONJ fis-2602 55 19 applying apply VERB fis-2602 55 20 the the DET fis-2602 55 21 monte monte PROPN fis-2602 55 22 - - PUNCT fis-2602 55 23 carlo carlo PROPN fis-2602 55 24 simulation simulation NOUN fis-2602 55 25 method method NOUN fis-2602 55 26 . . PUNCT fis-2602 56 1 then then ADV fis-2602 56 2 , , PUNCT fis-2602 56 3 various various ADJ fis-2602 56 4 limit limit NOUN fis-2602 56 5 states state NOUN fis-2602 56 6 function function VERB fis-2602 56 7 such such ADJ fis-2602 56 8 as as ADP fis-2602 56 9 ( ( PUNCT fis-2602 56 10 shear shear NOUN fis-2602 56 11 , , PUNCT fis-2602 56 12 torsion torsion NOUN fis-2602 56 13 , , PUNCT fis-2602 56 14 and and CCONJ fis-2602 56 15 bending bending NOUN fis-2602 56 16 ) ) PUNCT fis-2602 56 17 were be AUX fis-2602 56 18 assumed assume VERB fis-2602 56 19 and and CCONJ fis-2602 56 20 the the DET fis-2602 56 21 safety safety NOUN fis-2602 56 22 indexes index NOUN fis-2602 56 23 and and CCONJ fis-2602 56 24 the the DET fis-2602 56 25 load load NOUN fis-2602 56 26 resistance resistance NOUN fis-2602 56 27 factors factor NOUN fis-2602 56 28 which which PRON fis-2602 56 29 were be AUX fis-2602 56 30 addressed address VERB fis-2602 56 31 in in ADP fis-2602 56 32 the the DET fis-2602 56 33 aci aci PROPN fis-2602 56 34 standard standard PROPN fis-2602 56 35 . . PUNCT fis-2602 57 1 method method NOUN fis-2602 57 2 of of ADP fis-2602 57 3 research research NOUN fis-2602 57 4 n n PRON fis-2602 57 5 order order NOUN fis-2602 57 6 to to PART fis-2602 57 7 calculate calculate VERB fis-2602 57 8 the the DET fis-2602 57 9 safety safety NOUN fis-2602 57 10 index index NOUN fis-2602 57 11 , , PUNCT fis-2602 57 12 the the DET fis-2602 57 13 limit limit NOUN fis-2602 57 14 functions function NOUN fis-2602 57 15 which which PRON fis-2602 57 16 show show VERB fis-2602 57 17 the the DET fis-2602 57 18 structural structural ADJ fis-2602 57 19 effects effect NOUN fis-2602 57 20 should should AUX fis-2602 57 21 be be AUX fis-2602 57 22 obtained obtain VERB fis-2602 57 23 . . PUNCT fis-2602 58 1 eqns eqns PROPN fis-2602 58 2 . . PUNCT fis-2602 59 1 13 13 NUM fis-2602 59 2 are be AUX fis-2602 59 3 used use VERB fis-2602 59 4 to to PART fis-2602 59 5 calculate calculate VERB fis-2602 59 6 bending bending NOUN fis-2602 59 7 , , PUNCT fis-2602 59 8 shear shear NOUN fis-2602 59 9 , , PUNCT fis-2602 59 10 and and CCONJ fis-2602 59 11 tensional tensional ADJ fis-2602 59 12 action action NOUN fis-2602 59 13 on on ADP fis-2602 59 14 the the DET fis-2602 59 15 beams beam NOUN fis-2602 59 16 . . PUNCT fis-2602 59 17         SPACE fis-2602 60 1 * * PUNCT fis-2602 61 1 * * PUNCT fis-2602 61 2 * * PUNCT fis-2602 61 3       SPACE fis-2602 61 4 , , PUNCT fis-2602 61 5         SPACE fis-2602 61 6 1.7 1.7 NUM fis-2602 62 1 * * PUNCT fis-2602 63 1 * * PUNCT fis-2602 63 2 * * PUNCT fis-2602 63 3 s s X fis-2602 63 4 y y NOUN fis-2602 63 5 r r NOUN fis-2602 63 6 s s PROPN fis-2602 63 7 y y NOUN fis-2602 63 8 s s NOUN fis-2602 63 9 dead dead ADJ fis-2602 63 10 load load NOUN fis-2602 63 11 live live ADJ fis-2602 63 12 load load NOUN fis-2602 63 13 c c PROPN fis-2602 63 14 a a DET fis-2602 63 15 f f X fis-2602 63 16 m m VERB fis-2602 63 17 a a DET fis-2602 63 18 f f X fis-2602 64 1 d d NOUN fis-2602 64 2 m m VERB fis-2602 64 3 m m VERB fis-2602 64 4 m m VERB fis-2602 64 5 f f PROPN fis-2602 64 6 b b PROPN fis-2602 65 1 d d NOUN fis-2602 65 2   NOUN fis-2602 65 3   NOUN fis-2602 65 4   PROPN fis-2602 66 1   PROPN fis-2602 66 2   NUM fis-2602 66 3   PROPN fis-2602 66 4   CCONJ fis-2602 66 5   PROPN fis-2602 66 6   NOUN fis-2602 66 7 ( ( PUNCT fis-2602 66 8 1 1 NUM fis-2602 66 9 ) ) PUNCT fis-2602 66 10 ' ' PUNCT fis-2602 66 11         SPACE fis-2602 66 12 0.16 0.16 NUM fis-2602 66 13 * * PUNCT fis-2602 67 1 * * PUNCT fis-2602 67 2 * * PUNCT fis-2602 67 3 * * PUNCT fis-2602 67 4       SPACE fis-2602 67 5 , , PUNCT fis-2602 67 6         SPACE fis-2602 67 7 r r NOUN fis-2602 67 8 c c PROPN fis-2602 67 9 w w PROPN fis-2602 67 10 y y PROPN fis-2602 67 11 v v NOUN fis-2602 67 12 s s VERB fis-2602 67 13 dead dead ADJ fis-2602 67 14 load load NOUN fis-2602 67 15 live live ADJ fis-2602 67 16 load load NOUN fis-2602 67 17 d d PROPN fis-2602 67 18 v v ADP fis-2602 68 1 f f PROPN fis-2602 68 2 b b PROPN fis-2602 68 3 d d X fis-2602 68 4 f f PROPN fis-2602 68 5 a a DET fis-2602 68 6 v v NOUN fis-2602 68 7 v v ADP fis-2602 68 8 v v NOUN fis-2602 68 9 s s PART fis-2602 68 10   NUM fis-2602 68 11   ADV fis-2602 68 12   NUM fis-2602 68 13   X fis-2602 68 14 ( ( PUNCT fis-2602 68 15 2 2 X fis-2602 68 16 ) ) PUNCT fis-2602 68 17 i i PRON fis-2602 68 18 f. f. PROPN fis-2602 68 19 jafari jafari PROPN fis-2602 68 20 et et PROPN fis-2602 68 21 alii alii PROPN fis-2602 68 22 , , PUNCT fis-2602 68 23 frattura frattura PROPN fis-2602 68 24 ed ed PROPN fis-2602 68 25 integrità integrità PROPN fis-2602 68 26 strutturale strutturale PROPN fis-2602 68 27 , , PUNCT fis-2602 68 28 51 51 NUM fis-2602 68 29 ( ( PUNCT fis-2602 68 30 2020 2020 NUM fis-2602 68 31 ) ) PUNCT fis-2602 68 32 136 136 NUM fis-2602 68 33 - - SYM fis-2602 68 34 150 150 NUM fis-2602 68 35 ; ; PUNCT fis-2602 68 36 doi doi NOUN fis-2602 68 37 : : PUNCT fis-2602 68 38 10.3221 10.3221 NUM fis-2602 68 39 / / SYM fis-2602 68 40 igf igf PROPN fis-2602 68 41 - - PROPN fis-2602 68 42 esis.51.11 esis.51.11 PROPN fis-2602 68 43 138 138 NUM fis-2602 68 44 0 0 NUM fis-2602 68 45         SPACE fis-2602 68 46 2 2 NUM fis-2602 68 47 * * PUNCT fis-2602 68 48 * * PUNCT fis-2602 68 49 * * PUNCT fis-2602 68 50 , , PUNCT fis-2602 68 51     SPACE fis-2602 68 52 y y NOUN fis-2602 68 53 r r NOUN fis-2602 68 54 t t PROPN fis-2602 68 55 s s PART fis-2602 68 56 dead dead ADJ fis-2602 68 57 load load NOUN fis-2602 68 58 live live ADJ fis-2602 68 59 load load NOUN fis-2602 68 60 f f PROPN fis-2602 68 61 t t PROPN fis-2602 68 62 a a DET fis-2602 68 63 a a DET fis-2602 68 64 t t NOUN fis-2602 68 65 t t NOUN fis-2602 68 66 t t PROPN fis-2602 68 67 s s VERB fis-2602 68 68   PROPN fis-2602 68 69   PROPN fis-2602 68 70   X fis-2602 68 71 ( ( PUNCT fis-2602 68 72 3 3 X fis-2602 68 73 ) ) PUNCT fis-2602 68 74 in in ADP fis-2602 68 75 eqns eqns PROPN fis-2602 68 76 . . PUNCT fis-2602 69 1 ( ( PUNCT fis-2602 69 2 1 1 X fis-2602 69 3 ) ) PUNCT fis-2602 69 4 to to ADP fis-2602 69 5 ( ( PUNCT fis-2602 69 6 3 3 NUM fis-2602 69 7 ) ) PUNCT fis-2602 69 8 , , PUNCT fis-2602 69 9     SPACE fis-2602 69 10 rm rm PROPN fis-2602 69 11 , , PUNCT fis-2602 69 12       SPACE fis-2602 69 13 rv rv PROPN fis-2602 69 14 and and CCONJ fis-2602 69 15     SPACE fis-2602 69 16 rt rt PROPN fis-2602 69 17 are be AUX fis-2602 69 18 the the DET fis-2602 69 19 bending bend VERB fis-2602 69 20 resistance resistance NOUN fis-2602 69 21 , , PUNCT fis-2602 69 22 the the DET fis-2602 69 23 shear shear NOUN fis-2602 69 24 resistance resistance NOUN fis-2602 69 25 , , PUNCT fis-2602 69 26 and and CCONJ fis-2602 69 27 the the DET fis-2602 69 28 torsion torsion NOUN fis-2602 69 29 resistance resistance NOUN fis-2602 69 30 of of ADP fis-2602 69 31 the the DET fis-2602 69 32 crosssections crosssection NOUN fis-2602 69 33 , , PUNCT fis-2602 69 34 respectively respectively ADV fis-2602 69 35 . . PUNCT fis-2602 70 1 furthermore furthermore ADV fis-2602 70 2 , , PUNCT fis-2602 70 3 the the DET fis-2602 70 4 parameters parameter NOUN fis-2602 70 5 of of ADP fis-2602 70 6 , , PUNCT fis-2602 70 7 , , PUNCT fis-2602 70 8 , , PUNCT fis-2602 70 9 , , PUNCT fis-2602 70 10     SPACE fis-2602 70 11 s s AUX fis-2602 70 12 y y PROPN fis-2602 71 1 ca ca NOUN fis-2602 71 2 f f PROPN fis-2602 71 3 f f PROPN fis-2602 71 4 b b PROPN fis-2602 72 1 d d NOUN fis-2602 72 2 refer refer VERB fis-2602 72 3 to to ADP fis-2602 72 4 areas area NOUN fis-2602 72 5 of of ADP fis-2602 72 6 longitudinal longitudinal ADJ fis-2602 72 7 steel steel NOUN fis-2602 72 8 , , PUNCT fis-2602 72 9 the the DET fis-2602 72 10 yield yield NOUN fis-2602 72 11 strength strength NOUN fis-2602 72 12 of of ADP fis-2602 72 13 steel steel NOUN fis-2602 72 14 , , PUNCT fis-2602 72 15 28 28 NUM fis-2602 72 16 - - PUNCT fis-2602 72 17 day day NOUN fis-2602 72 18 compressive compressive ADJ fis-2602 72 19 strength strength NOUN fis-2602 72 20 of of ADP fis-2602 72 21 concrete concrete ADJ fis-2602 72 22 , , PUNCT fis-2602 72 23 width width ADJ fis-2602 72 24 and and CCONJ fis-2602 72 25 effective effective ADJ fis-2602 72 26 depth depth NOUN fis-2602 72 27 of of ADP fis-2602 72 28 the the DET fis-2602 72 29 cross cross NOUN fis-2602 72 30 - - NOUN fis-2602 72 31 sections section NOUN fis-2602 72 32 , , PUNCT fis-2602 72 33 respectively respectively ADV fis-2602 72 34 . . PUNCT fis-2602 73 1 the the DET fis-2602 73 2 nominal nominal ADJ fis-2602 73 3 values value NOUN fis-2602 73 4 of of ADP fis-2602 73 5 the the DET fis-2602 73 6 steel steel NOUN fis-2602 73 7 are be AUX fis-2602 73 8 calculated calculate VERB fis-2602 73 9 according accord VERB fis-2602 73 10 to to ADP fis-2602 73 11 aci aci PROPN fis-2602 73 12 318m-14.2015 318m-14.2015 PROPN fis-2602 73 13 standard[16 standard[16 PROPN fis-2602 73 14 ] ] X fis-2602 73 15 . . PUNCT fis-2602 74 1 for for ADP fis-2602 74 2 l l PROPN fis-2602 74 3 and and CCONJ fis-2602 74 4 t t PROPN fis-2602 74 5 shaped shape VERB fis-2602 74 6 sections section NOUN fis-2602 74 7 , , PUNCT fis-2602 74 8 the the DET fis-2602 74 9 proposed propose VERB fis-2602 74 10 equations equation NOUN fis-2602 74 11 are be AUX fis-2602 74 12 obtained obtain VERB fis-2602 74 13 [ [ X fis-2602 74 14 12 12 NUM fis-2602 74 15 ] ] PUNCT fis-2602 74 16 . . PUNCT fis-2602 75 1 to to PART fis-2602 75 2 express express VERB fis-2602 75 3 the the DET fis-2602 75 4 shear shear NOUN fis-2602 75 5 and and CCONJ fis-2602 75 6 torsion torsion NOUN fis-2602 75 7 limit limit NOUN fis-2602 75 8 state state NOUN fis-2602 75 9 functions function NOUN fis-2602 75 10 , , PUNCT fis-2602 75 11 all all DET fis-2602 75 12 sections section NOUN fis-2602 75 13 of of ADP fis-2602 75 14 l l PROPN fis-2602 75 15 , , PUNCT fis-2602 75 16 t t PROPN fis-2602 75 17 , , PUNCT fis-2602 75 18 and and CCONJ fis-2602 75 19 rectangular rectangular ADJ fis-2602 75 20 shapes shape NOUN fis-2602 75 21 of of ADP fis-2602 75 22 concrete concrete ADJ fis-2602 75 23 beams beam NOUN fis-2602 75 24 are be AUX fis-2602 75 25 considered consider VERB fis-2602 75 26 . . PUNCT fis-2602 76 1 the the DET fis-2602 76 2 factors factor NOUN fis-2602 76 3 considered consider VERB fis-2602 76 4 in in ADP fis-2602 76 5 the the DET fis-2602 76 6 aci aci PROPN fis-2602 76 7 standard standard PROPN fis-2602 76 8 are be AUX fis-2602 76 9 : : PUNCT fis-2602 76 10 concrete concrete ADJ fis-2602 76 11 strength strength NOUN fis-2602 76 12 reduction reduction NOUN fis-2602 76 13 factor factor NOUN fis-2602 76 14 ( ( PUNCT fis-2602 76 15 0.90c 0.90c NUM fis-2602 76 16   NUM fis-2602 76 17 ) ) PUNCT fis-2602 76 18 , , PUNCT fis-2602 76 19 dead dead ADJ fis-2602 76 20 load load NOUN fis-2602 76 21 increase increase NOUN fis-2602 76 22 factor factor NOUN fis-2602 76 23   NOUN fis-2602 76 24   NOUN fis-2602 76 25     SPACE fis-2602 76 26 1.20d 1.20d NUM fis-2602 76 27   NUM fis-2602 76 28 and and CCONJ fis-2602 76 29 live live ADJ fis-2602 76 30 load load NOUN fis-2602 76 31 resistance resistance NOUN fis-2602 76 32 factor factor NOUN fis-2602 76 33 ( ( PUNCT fis-2602 76 34 1.60)l 1.60)l NUM fis-2602 76 35   NOUN fis-2602 76 36 . . PUNCT fis-2602 77 1 in in ADP fis-2602 77 2 addition addition NOUN fis-2602 77 3 , , PUNCT fis-2602 77 4 the the DET fis-2602 77 5 steel steel NOUN fis-2602 77 6 strength strength NOUN fis-2602 77 7 reduction reduction NOUN fis-2602 77 8 factor factor NOUN fis-2602 77 9 of of ADP fis-2602 77 10 steel steel NOUN fis-2602 77 11 is be AUX fis-2602 77 12     SPACE fis-2602 77 13 0.90s 0.90s ADJ fis-2602 78 1   NUM fis-2602 78 2 . . PUNCT fis-2602 79 1 tab tab NOUN fis-2602 79 2 . . PUNCT fis-2602 79 3 1 1 NUM fis-2602 79 4 shows show VERB fis-2602 79 5 the the DET fis-2602 79 6 statistical statistical ADJ fis-2602 79 7 information information NOUN fis-2602 79 8 ( ( PUNCT fis-2602 79 9 mean mean VERB fis-2602 79 10 , , PUNCT fis-2602 79 11 covariance covariance NOUN fis-2602 79 12 and and CCONJ fis-2602 79 13 probability probability NOUN fis-2602 79 14 density density NOUN fis-2602 79 15 function(pdf function(pdf NOUN fis-2602 79 16 ) ) PUNCT fis-2602 79 17 ) ) PUNCT fis-2602 79 18 which which PRON fis-2602 79 19 are be AUX fis-2602 79 20 used use VERB fis-2602 79 21 to to PART fis-2602 79 22 obtain obtain VERB fis-2602 79 23 the the DET fis-2602 79 24 safety safety NOUN fis-2602 79 25 indexes index NOUN fis-2602 79 26 . . PUNCT fis-2602 80 1 standard standard ADJ fis-2602 80 2 deviation deviation NOUN fis-2602 80 3 mean mean VERB fis-2602 80 4 pdf pdf NOUN fis-2602 80 5 value value NOUN fis-2602 80 6 of of ADP fis-2602 80 7 parameters parameter NOUN fis-2602 80 8 random random ADJ fis-2602 80 9 parameters parameter NOUN fis-2602 80 10 0.18 0.18 NUM fis-2602 80 11 - - SYM fis-2602 80 12 20 20 NUM fis-2602 80 13 19.3 19.3 NUM fis-2602 80 14 normal normal ADJ fis-2602 80 15 21 21 NUM fis-2602 80 16 cf cf NOUN fis-2602 80 17 ( ( PUNCT fis-2602 80 18 mpa) mpa) NOUN fis-2602 80 19 0.12 0.12 NUM fis-2602 80 20 472.5 472.5 NUM fis-2602 80 21 normal normal ADJ fis-2602 80 22 420 420 NUM fis-2602 80 23 yf yf NOUN fis-2602 80 24 ( ( PUNCT fis-2602 80 25 mpa mpa NOUN fis-2602 80 26 ) ) PUNCT fis-2602 80 27 b/10 b/10 ADJ fis-2602 80 28 h/17 h/17 NOUN fis-2602 80 29 d/15 d/15 NOUN fis-2602 80 30 b b X fis-2602 80 31 h h NOUN fis-2602 81 1 d d PROPN fis-2602 81 2 normal normal ADJ fis-2602 81 3 b b NOUN fis-2602 81 4 h h NOUN fis-2602 81 5 d d NOUN fis-2602 81 6 dimension dimension NOUN fis-2602 81 7 ( ( PUNCT fis-2602 81 8 mm mm NOUN fis-2602 81 9 ) ) PUNCT fis-2602 81 10 0.03 0.03 NUM fis-2602 81 11 - - SYM fis-2602 81 12 0.05 0.05 NUM fis-2602 81 13 0.03 0.03 NUM fis-2602 81 14 - - SYM fis-2602 81 15 0.05 0.05 NUM fis-2602 81 16 0.03 0.03 NUM fis-2602 81 17 - - SYM fis-2602 81 18 0.05 0.05 NUM fis-2602 81 19 s s NOUN fis-2602 81 20 v v ADP fis-2602 81 21 t t PROPN fis-2602 81 22 a a PRON fis-2602 81 23 a a DET fis-2602 81 24 a a DET fis-2602 81 25 normal normal ADJ fis-2602 81 26 s s NOUN fis-2602 81 27 v v ADP fis-2602 81 28 t t NOUN fis-2602 81 29 a a DET fis-2602 81 30 a a DET fis-2602 81 31 a a DET fis-2602 81 32 2area(mm 2area(mm NUM fis-2602 81 33 ) ) PUNCT fis-2602 81 34 0.1 0.1 NUM fis-2602 81 35 0.40 0.40 NUM fis-2602 81 36 - - SYM fis-2602 81 37 0.25 0.25 NUM fis-2602 81 38 1.05d 1.05d NUM fis-2602 81 39 l l NOUN fis-2602 81 40 normal normal ADJ fis-2602 81 41 gamble gamble NOUN fis-2602 81 42 d d NOUN fis-2602 81 43 l l NOUN fis-2602 81 44 loading loading NOUN fis-2602 81 45 table1 table1 NOUN fis-2602 81 46 : : PUNCT fis-2602 81 47 statistical statistical ADJ fis-2602 81 48 values value NOUN fis-2602 81 49 of of ADP fis-2602 81 50 the the DET fis-2602 81 51 used use VERB fis-2602 81 52 parameters parameter NOUN fis-2602 81 53 for for ADP fis-2602 81 54 design design NOUN fis-2602 81 55 the the DET fis-2602 81 56 sections section NOUN fis-2602 81 57 of of ADP fis-2602 81 58 reinforced reinforce VERB fis-2602 81 59 concrete concrete NOUN fis-2602 81 60 [ [ X fis-2602 81 61 17 17 NUM fis-2602 81 62 - - SYM fis-2602 81 63 20 20 NUM fis-2602 81 64 ] ] PUNCT fis-2602 81 65 . . PUNCT fis-2602 82 1 limit limit VERB fis-2602 82 2 function function NOUN fis-2602 82 3 and and CCONJ fis-2602 82 4 safety safety NOUN fis-2602 82 5 index index NOUN fis-2602 82 6 equation equation NOUN fis-2602 82 7 eqn eqn NOUN fis-2602 82 8 . . PUNCT fis-2602 83 1 4 4 NUM fis-2602 83 2 shows show VERB fis-2602 83 3 the the DET fis-2602 83 4 limit limit NOUN fis-2602 83 5 state state NOUN fis-2602 83 6 function function NOUN fis-2602 83 7 which which PRON fis-2602 83 8 is be AUX fis-2602 83 9 used use VERB fis-2602 83 10 to to ADP fis-2602 83 11 the the DET fis-2602 83 12 safety safety NOUN fis-2602 83 13 design design NOUN fis-2602 83 14 of of ADP fis-2602 83 15 concrete concrete ADJ fis-2602 83 16 beams beam NOUN fis-2602 83 17 under under ADP fis-2602 83 18 the the DET fis-2602 83 19 simultaneous simultaneous ADJ fis-2602 83 20 effects effect NOUN fis-2602 83 21 of of ADP fis-2602 83 22 bending bend VERB fis-2602 83 23 , , PUNCT fis-2602 83 24 shear shear NOUN fis-2602 83 25 , , PUNCT fis-2602 83 26 and and CCONJ fis-2602 83 27 torsion torsion NOUN fis-2602 83 28 . . PUNCT fis-2602 83 29         SPACE fis-2602 84 1 ; ; PUNCT fis-2602 84 2         SPACE fis-2602 84 3 { { PUNCT fis-2602 84 4 { { PUNCT fis-2602 84 5                           SPACE fis-2602 84 6 , , PUNCT fis-2602 84 7               SPACE fis-2602 84 8 , , PUNCT fis-2602 84 9                     SPACE fis-2602 84 10 } } PUNCT fis-2602 84 11 } } PUNCT fis-2602 84 12 s s AUX fis-2602 84 13 r r NOUN fis-2602 84 14 s s NOUN fis-2602 84 15 r r NOUN fis-2602 84 16 s s X fis-2602 84 17 rg rg NOUN fis-2602 84 18 r r NOUN fis-2602 84 19 s s PROPN fis-2602 84 20 m m VERB fis-2602 84 21 m m VERB fis-2602 84 22 v v ADJ fis-2602 84 23 v v ADP fis-2602 84 24 t t NOUN fis-2602 84 25 t t PRON fis-2602 84 26   VERB fis-2602 84 27   NOUN fis-2602 84 28   NOUN fis-2602 84 29   NOUN fis-2602 84 30 ( ( PUNCT fis-2602 84 31 4 4 NUM fis-2602 84 32 ) ) PUNCT fis-2602 84 33 after after ADP fis-2602 84 34 employing employ VERB fis-2602 84 35 eqn eqn NOUN fis-2602 84 36 . . PUNCT fis-2602 85 1 ( ( PUNCT fis-2602 85 2 4 4 NUM fis-2602 85 3 ) ) PUNCT fis-2602 85 4 , , PUNCT fis-2602 85 5 in in ADP fis-2602 85 6 order order NOUN fis-2602 85 7 to to PART fis-2602 85 8 predict predict VERB fis-2602 85 9 the the DET fis-2602 85 10 safety safety NOUN fis-2602 85 11 index index NOUN fis-2602 85 12 ( ( PUNCT fis-2602 85 13 ) ) PUNCT fis-2602 85 14   NOUN fis-2602 85 15 , , PUNCT fis-2602 85 16 the the DET fis-2602 85 17 values value NOUN fis-2602 85 18 of of ADP fis-2602 85 19 r r NOUN fis-2602 85 20 ( ( PUNCT fis-2602 85 21 resistance resistance NOUN fis-2602 85 22 surface surface NOUN fis-2602 85 23 ) ) PUNCT fis-2602 85 24 and and CCONJ fis-2602 85 25 s s PROPN fis-2602 85 26 ( ( PUNCT fis-2602 85 27 load load NOUN fis-2602 85 28 surface surface NOUN fis-2602 85 29 ) ) PUNCT fis-2602 85 30 are be AUX fis-2602 85 31 calculated calculate VERB fis-2602 85 32 for for ADP fis-2602 85 33 the the DET fis-2602 85 34 three three NUM fis-2602 85 35 mentioned mention VERB fis-2602 85 36 states state NOUN fis-2602 85 37 ( ( PUNCT fis-2602 85 38 bending bend VERB fis-2602 85 39 , , PUNCT fis-2602 85 40 shear shear NOUN fis-2602 85 41 and and CCONJ fis-2602 85 42 torsion torsion NOUN fis-2602 85 43 ) ) PUNCT fis-2602 85 44 using use VERB fis-2602 85 45 hasofer hasofer ADJ fis-2602 85 46 - - PUNCT fis-2602 85 47 lind lind NOUN fis-2602 85 48 equation equation NOUN fis-2602 85 49 [ [ X fis-2602 85 50 17 17 NUM fis-2602 85 51 - - SYM fis-2602 85 52 18 18 NUM fis-2602 85 53 ] ] PUNCT fis-2602 85 54 . . PUNCT fis-2602 86 1 eqn eqn PROPN fis-2602 86 2 . . PUNCT fis-2602 87 1 5 5 NUM fis-2602 87 2 shows show VERB fis-2602 87 3 the the DET fis-2602 87 4 value value NOUN fis-2602 87 5 of of ADP fis-2602 87 6 the the DET fis-2602 87 7 safety safety NOUN fis-2602 87 8 index index NOUN fis-2602 87 9 [ [ X fis-2602 87 10 18 18 NUM fis-2602 87 11 ] ] PUNCT fis-2602 87 12 . . PUNCT fis-2602 88 1 in in ADP fis-2602 88 2 this this DET fis-2602 88 3 study study NOUN fis-2602 88 4 , , PUNCT fis-2602 88 5 the the DET fis-2602 88 6 safety safety NOUN fis-2602 88 7 index index NOUN fis-2602 88 8 is be AUX fis-2602 88 9 calculated calculate VERB fis-2602 88 10 for for ADP fis-2602 88 11 current current ADJ fis-2602 88 12 limit limit NOUN fis-2602 88 13 states state NOUN fis-2602 88 14 functions function NOUN fis-2602 88 15 using use VERB fis-2602 88 16 monte monte PROPN fis-2602 88 17 carlo carlo PROPN fis-2602 88 18 simulation simulation PROPN fis-2602 88 19 r r PROPN fis-2602 88 20 s s PROPN fis-2602 88 21 2 2 NUM fis-2602 88 22 2 2 NUM fis-2602 88 23 r r NOUN fis-2602 88 24 s s AUX fis-2602 88 25 mean mean ADJ fis-2602 88 26 mean mean NOUN fis-2602 88 27     SPACE fis-2602 88 28 σ σ PROPN fis-2602 88 29 σ σ PROPN fis-2602 88 30 eta eta PROPN fis-2602 88 31 index index PROPN fis-2602 88 32   PROPN fis-2602 88 33   PRON fis-2602 88 34   PUNCT fis-2602 88 35 ( ( PUNCT fis-2602 88 36 5 5 X fis-2602 88 37 ) ) PUNCT fis-2602 88 38 safety safety NOUN fis-2602 88 39 surface surface NOUN fis-2602 88 40 of of ADP fis-2602 88 41 shear shear NOUN fis-2602 88 42 - - PUNCT fis-2602 88 43 torsion torsion NOUN fis-2602 88 44 based base VERB fis-2602 88 45 on on ADP fis-2602 88 46 eqn eqn NOUN fis-2602 88 47 . . PUNCT fis-2602 89 1 ( ( PUNCT fis-2602 89 2 4 4 NUM fis-2602 89 3 ) ) PUNCT fis-2602 89 4 , , PUNCT fis-2602 89 5 by by ADP fis-2602 89 6 limiting limit VERB fis-2602 89 7 the the DET fis-2602 89 8 left left ADJ fis-2602 89 9 side side NOUN fis-2602 89 10 of of ADP fis-2602 89 11 eqn eqn NOUN fis-2602 89 12 . . PUNCT fis-2602 90 1 ( ( PUNCT fis-2602 90 2 6 6 NUM fis-2602 90 3 ) ) PUNCT fis-2602 90 4 to to ADP fis-2602 90 5 a a DET fis-2602 90 6 specified specify VERB fis-2602 90 7 value value NOUN fis-2602 90 8 ( ( PUNCT fis-2602 90 9 ' ' PUNCT fis-2602 90 10 2 2 NUM fis-2602 90 11 ) ) PUNCT fis-2602 90 12     SPACE fis-2602 91 1 * * PUNCT fis-2602 91 2 3 3 NUM fis-2602 91 3 c c NOUN fis-2602 91 4 c c PROPN fis-2602 91 5 w w PROPN fis-2602 91 6 v v PROPN fis-2602 91 7 f f PROPN fis-2602 91 8 b b PROPN fis-2602 92 1 d d PROPN fis-2602 92 2   NOUN fis-2602 92 3   NOUN fis-2602 92 4   VERB fis-2602 92 5   PROPN fis-2602 92 6   CCONJ fis-2602 92 7   PROPN fis-2602 92 8   NOUN fis-2602 92 9 the the DET fis-2602 92 10 combination combination NOUN fis-2602 92 11 of of ADP fis-2602 92 12 simultaneous simultaneous ADJ fis-2602 92 13 effects effect NOUN fis-2602 92 14 of of ADP fis-2602 92 15 shear shear NOUN fis-2602 92 16 and and CCONJ fis-2602 92 17 torsion torsion NOUN fis-2602 92 18 can can AUX fis-2602 92 19 be be AUX fis-2602 92 20 achieved achieve VERB fis-2602 92 21 for for ADP fis-2602 92 22 different different ADJ fis-2602 92 23 cross cros NOUN fis-2602 92 24 - - NOUN fis-2602 92 25 sections section NOUN fis-2602 92 26 . . PUNCT fis-2602 93 1 f. f. PROPN fis-2602 93 2 jafari jafari PROPN fis-2602 93 3 et et PROPN fis-2602 93 4 alii alii PROPN fis-2602 93 5 , , PUNCT fis-2602 93 6 frattura frattura PROPN fis-2602 93 7 ed ed PROPN fis-2602 93 8 integrità integrità PROPN fis-2602 93 9 strutturale strutturale PROPN fis-2602 93 10 , , PUNCT fis-2602 93 11 51 51 NUM fis-2602 93 12 ( ( PUNCT fis-2602 93 13 2020 2020 NUM fis-2602 93 14 ) ) PUNCT fis-2602 93 15 136 136 NUM fis-2602 93 16 - - SYM fis-2602 93 17 150 150 NUM fis-2602 93 18 ; ; PUNCT fis-2602 93 19 doi doi NOUN fis-2602 93 20 : : PUNCT fis-2602 93 21 10.3221 10.3221 NUM fis-2602 93 22 / / SYM fis-2602 93 23 igf igf PROPN fis-2602 93 24 - - ADJ fis-2602 93 25 esis.51.11 esis.51.11 PROPN fis-2602 93 26 139 139 NUM fis-2602 93 27   NOUN fis-2602 94 1   SYM fis-2602 94 2   NOUN fis-2602 94 3   SYM fis-2602 94 4 ' ' PART fis-2602 94 5 2 2 NUM fis-2602 94 6 * * PUNCT fis-2602 94 7 * * PUNCT fis-2602 94 8 2 2 NUM fis-2602 94 9 2 2 NUM fis-2602 94 10 * * PUNCT fis-2602 94 11 * * PUNCT fis-2602 95 1 3 3 X fis-2602 95 2 * * SYM fis-2602 95 3 * * SYM fis-2602 95 4 1.7 1.7 NUM fis-2602 95 5 u u NOUN fis-2602 95 6 wu wu PROPN fis-2602 96 1 c c NOUN fis-2602 96 2 c c PROPN fis-2602 96 3 w w PROPN fis-2602 96 4 ww ww PROPN fis-2602 96 5 t t PROPN fis-2602 96 6 b b PROPN fis-2602 96 7 dv dv PROPN fis-2602 96 8 v v PROPN fis-2602 96 9 f f PROPN fis-2602 96 10 b b PROPN fis-2602 96 11 d d PROPN fis-2602 96 12 b b X fis-2602 96 13 db db PROPN fis-2602 96 14 d d X fis-2602 96 15   PROPN fis-2602 96 16   NOUN fis-2602 96 17   PROPN fis-2602 96 18   PROPN fis-2602 96 19   NOUN fis-2602 96 20   PROPN fis-2602 96 21   PROPN fis-2602 96 22   PROPN fis-2602 96 23   NOUN fis-2602 96 24 ( ( PUNCT fis-2602 96 25 6 6 NUM fis-2602 96 26 ) ) PUNCT fis-2602 96 27 , , PUNCT fis-2602 96 28     SPACE fis-2602 96 29 u u NOUN fis-2602 96 30 uv uv NOUN fis-2602 96 31 t t X fis-2602 96 32 s s VERB fis-2602 96 33 the the DET fis-2602 96 34 ultimate ultimate ADJ fis-2602 96 35 shear shear NOUN fis-2602 96 36 and and CCONJ fis-2602 96 37 torsion torsion NOUN fis-2602 96 38 demand demand NOUN fis-2602 96 39 and and CCONJ fis-2602 96 40 cv cv ADJ fis-2602 96 41 points point NOUN fis-2602 96 42 to to ADP fis-2602 96 43 the the DET fis-2602 96 44 shear shear NOUN fis-2602 96 45 strength strength NOUN fis-2602 96 46 of of ADP fis-2602 96 47 concrete concrete NOUN fis-2602 96 48 . . PUNCT fis-2602 97 1 ' ' PUNCT fis-2602 97 2 , , PUNCT fis-2602 97 3 , , PUNCT fis-2602 97 4     SPACE fis-2602 97 5 w w PROPN fis-2602 97 6 cb cb PROPN fis-2602 97 7 d d PROPN fis-2602 97 8 f f PROPN fis-2602 97 9 are be AUX fis-2602 97 10 the the DET fis-2602 97 11 width width NOUN fis-2602 97 12 of of ADP fis-2602 97 13 the the DET fis-2602 97 14 web web NOUN fis-2602 97 15 , , PUNCT fis-2602 97 16 the the DET fis-2602 97 17 effective effective ADJ fis-2602 97 18 depth depth NOUN fis-2602 97 19 of of ADP fis-2602 97 20 the the DET fis-2602 97 21 beam beam NOUN fis-2602 97 22 , , PUNCT fis-2602 97 23 and and CCONJ fis-2602 97 24 28 28 NUM fis-2602 97 25 - - PUNCT fis-2602 97 26 day day NOUN fis-2602 97 27 compressive compressive ADJ fis-2602 97 28 strength strength NOUN fis-2602 97 29 of of ADP fis-2602 97 30 concrete concrete NOUN fis-2602 97 31 , , PUNCT fis-2602 97 32 respectively respectively ADV fis-2602 97 33 . . PUNCT fis-2602 98 1 estimation estimation NOUN fis-2602 98 2 of of ADP fis-2602 98 3 the the DET fis-2602 98 4 safety safety NOUN fis-2602 98 5 surface surface NOUN fis-2602 98 6 of of ADP fis-2602 98 7 aci aci PROPN fis-2602 98 8 concrete concrete PROPN fis-2602 98 9 standard standard NOUN fis-2602 98 10 for for ADP fis-2602 98 11 shear shear NOUN fis-2602 98 12 and and CCONJ fis-2602 98 13 torsion torsion NOUN fis-2602 98 14 is be AUX fis-2602 98 15 as as SCONJ fis-2602 98 16 follows follow VERB fis-2602 98 17 : : PUNCT fis-2602 98 18 first first ADV fis-2602 98 19 , , PUNCT fis-2602 98 20 the the DET fis-2602 98 21 value value NOUN fis-2602 98 22 of of ADP fis-2602 98 23 shear shear NOUN fis-2602 98 24 force force NOUN fis-2602 98 25 , , PUNCT fis-2602 98 26 torsion torsion NOUN fis-2602 98 27 , , PUNCT fis-2602 98 28 and and CCONJ fis-2602 98 29 bending bend VERB fis-2602 98 30 moment moment NOUN fis-2602 98 31 are be AUX fis-2602 98 32 calculated calculate VERB fis-2602 98 33 according accord VERB fis-2602 98 34 to to ADP fis-2602 98 35 the the DET fis-2602 98 36 type type NOUN fis-2602 98 37 of of ADP fis-2602 98 38 cross cross NOUN fis-2602 98 39 - - NOUN fis-2602 98 40 section section NOUN fis-2602 98 41 ( ( PUNCT fis-2602 98 42 l l NOUN fis-2602 98 43 , , PUNCT fis-2602 98 44 t t PROPN fis-2602 98 45 and and CCONJ fis-2602 98 46 rectangular rectangular ADJ fis-2602 98 47 shaped shape VERB fis-2602 98 48 ) ) PUNCT fis-2602 98 49 using use VERB fis-2602 98 50 eqn eqn NOUN fis-2602 98 51 . . PUNCT fis-2602 99 1 ( ( PUNCT fis-2602 99 2 1 1 NUM fis-2602 99 3 - - SYM fis-2602 99 4 3 3 NUM fis-2602 99 5 ) ) PUNCT fis-2602 99 6 . . PUNCT fis-2602 100 1 the the DET fis-2602 100 2 method method NOUN fis-2602 100 3 of of ADP fis-2602 100 4 calculation calculation NOUN fis-2602 100 5 is be AUX fis-2602 100 6 such such ADJ fis-2602 100 7 that that SCONJ fis-2602 100 8 a a DET fis-2602 100 9 constant constant ADJ fis-2602 100 10 value value NOUN fis-2602 100 11 for for ADP fis-2602 100 12 the the DET fis-2602 100 13 dead dead ADJ fis-2602 100 14 load load NOUN fis-2602 100 15 is be AUX fis-2602 100 16 devoted devote VERB fis-2602 100 17 , , PUNCT fis-2602 100 18 and and CCONJ fis-2602 100 19 the the DET fis-2602 100 20 live live ADJ fis-2602 100 21 load load NOUN fis-2602 100 22 is be AUX fis-2602 100 23 : : PUNCT fis-2602 100 24 live live ADJ fis-2602 100 25 load load NOUN fis-2602 100 26 = = NOUN fis-2602 100 27 dead dead ADJ fis-2602 100 28 load*ratio=(1t)/t load*ratio=(1t)/t NOUN fis-2602 100 29 ) ) PUNCT fis-2602 100 30 . . PUNCT fis-2602 101 1 for for ADP fis-2602 101 2 this this DET fis-2602 101 3 purpose purpose NOUN fis-2602 101 4 , , PUNCT fis-2602 101 5 t t PROPN fis-2602 101 6 is be AUX fis-2602 101 7 changed change VERB fis-2602 101 8 from from ADP fis-2602 101 9 0.40 0.40 NUM fis-2602 101 10 to to ADP fis-2602 101 11 1.0 1.0 NUM fis-2602 101 12 then then ADV fis-2602 101 13 , , PUNCT fis-2602 101 14 the the DET fis-2602 101 15 amount amount NOUN fis-2602 101 16 of of ADP fis-2602 101 17 the the DET fis-2602 101 18 live live ADJ fis-2602 101 19 load load NOUN fis-2602 101 20 is be AUX fis-2602 101 21 calculated calculate VERB fis-2602 101 22 . . PUNCT fis-2602 102 1 the the DET fis-2602 102 2 amount amount NOUN fis-2602 102 3 of of ADP fis-2602 102 4 shear shear NOUN fis-2602 102 5 load load NOUN fis-2602 102 6 is be AUX fis-2602 102 7 obtained obtain VERB fis-2602 102 8 from from ADP fis-2602 102 9 the the DET fis-2602 102 10 sum sum NOUN fis-2602 102 11 of of ADP fis-2602 102 12 the the DET fis-2602 102 13 live live ADJ fis-2602 102 14 load load NOUN fis-2602 102 15 to to ADP fis-2602 102 16 the the DET fis-2602 102 17 dead dead ADJ fis-2602 102 18 load load NOUN fis-2602 102 19 and and CCONJ fis-2602 102 20 finally finally ADV fis-2602 102 21 , , PUNCT fis-2602 102 22 by by ADP fis-2602 102 23 considering consider VERB fis-2602 102 24 the the DET fis-2602 102 25 eqn eqn NOUN fis-2602 102 26 . . PUNCT fis-2602 103 1 ( ( PUNCT fis-2602 103 2 2 2 X fis-2602 103 3 ) ) PUNCT fis-2602 103 4 the the DET fis-2602 103 5 amount amount NOUN fis-2602 103 6 of of ADP fis-2602 103 7 nominal nominal ADJ fis-2602 103 8 shear shear NOUN fis-2602 103 9 steel steel NOUN fis-2602 103 10 required require VERB fis-2602 103 11 is be AUX fis-2602 103 12 obtained obtain VERB fis-2602 103 13 . . PUNCT fis-2602 104 1 applying apply VERB fis-2602 104 2 the the DET fis-2602 104 3 value value NOUN fis-2602 104 4 of of ADP fis-2602 104 5 the the DET fis-2602 104 6 total total ADJ fis-2602 104 7 moments moment NOUN fis-2602 104 8 on on ADP fis-2602 104 9 the the DET fis-2602 104 10 beam beam NOUN fis-2602 104 11 ( ( PUNCT fis-2602 104 12 dead dead ADJ fis-2602 104 13 load load NOUN fis-2602 104 14 moment+ moment+ NOUN fis-2602 104 15 live live VERB fis-2602 104 16 load load NOUN fis-2602 104 17 moment moment NOUN fis-2602 104 18 ) ) PUNCT fis-2602 104 19 and and CCONJ fis-2602 104 20 using use VERB fis-2602 104 21 eqn eqn NOUN fis-2602 104 22 . . PUNCT fis-2602 105 1 ( ( PUNCT fis-2602 105 2 3 3 NUM fis-2602 105 3 ) ) PUNCT fis-2602 105 4 , , PUNCT fis-2602 105 5 the the DET fis-2602 105 6 nominal nominal ADJ fis-2602 105 7 required require VERB fis-2602 105 8 torsion torsion NOUN fis-2602 105 9 steel steel NOUN fis-2602 105 10 is be AUX fis-2602 105 11 obtained obtain VERB fis-2602 105 12 . . PUNCT fis-2602 106 1 the the DET fis-2602 106 2 method method NOUN fis-2602 106 3 of of ADP fis-2602 106 4 calculating calculate VERB fis-2602 106 5 the the DET fis-2602 106 6 total total ADJ fis-2602 106 7 moments moment NOUN fis-2602 106 8 exerted exert VERB fis-2602 106 9 on on ADP fis-2602 106 10 the the DET fis-2602 106 11 beam beam NOUN fis-2602 106 12 is be AUX fis-2602 106 13 similar similar ADJ fis-2602 106 14 to to ADP fis-2602 106 15 the the DET fis-2602 106 16 shear shear NOUN fis-2602 106 17 state state NOUN fis-2602 106 18 and and CCONJ fis-2602 106 19 is be AUX fis-2602 106 20 practical practical ADJ fis-2602 106 21 by by ADP fis-2602 106 22 considering consider VERB fis-2602 106 23 the the DET fis-2602 106 24 ratio ratio NOUN fis-2602 106 25 proposed propose VERB fis-2602 106 26 by by ADP fis-2602 106 27 some some DET fis-2602 106 28 researchers researcher NOUN fis-2602 106 29 [ [ X fis-2602 106 30 12 12 NUM fis-2602 106 31 - - SYM fis-2602 106 32 13 13 NUM fis-2602 106 33 ] ] PUNCT fis-2602 106 34 . . PUNCT fis-2602 107 1 the the DET fis-2602 107 2 limit limit NOUN fis-2602 107 3 state state NOUN fis-2602 107 4 functions function NOUN fis-2602 107 5 considered consider VERB fis-2602 107 6 for for ADP fis-2602 107 7 solving solve VERB fis-2602 107 8 the the DET fis-2602 107 9 problem problem NOUN fis-2602 107 10 by by ADP fis-2602 107 11 taking take VERB fis-2602 107 12 the the DET fis-2602 107 13 special special ADJ fis-2602 107 14 formulas formula NOUN fis-2602 107 15 presented present VERB fis-2602 107 16 in in ADP fis-2602 107 17 aci aci PROPN fis-2602 107 18 standard standard PROPN fis-2602 107 19 for for ADP fis-2602 107 20 shear shear NOUN fis-2602 107 21 , , PUNCT fis-2602 107 22 torsion torsion NOUN fis-2602 107 23 and and CCONJ fis-2602 107 24 the the DET fis-2602 107 25 combination combination NOUN fis-2602 107 26 of of ADP fis-2602 107 27 shear shear NOUN fis-2602 107 28 and and CCONJ fis-2602 107 29 torsion torsion NOUN fis-2602 107 30 . . PUNCT fis-2602 108 1 eqn eqn NOUN fis-2602 108 2 . . PUNCT fis-2602 109 1 7 7 NUM fis-2602 109 2 -9 -9 PUNCT fis-2602 109 3 show show VERB fis-2602 109 4 the the DET fis-2602 109 5 torsion torsion NOUN fis-2602 109 6 shear shear NOUN fis-2602 109 7 limit limit NOUN fis-2602 109 8 state state NOUN fis-2602 109 9 function function NOUN fis-2602 109 10 . . PUNCT fis-2602 110 1 0 0 PUNCT fis-2602 111 1 * * PUNCT fis-2602 112 1 * * PUNCT fis-2602 112 2 r r NOUN fis-2602 112 3 s s PROPN fis-2602 112 4 v v NOUN fis-2602 112 5 w w PROPN fis-2602 112 6 w w PROPN fis-2602 112 7 v v PROPN fis-2602 112 8 v v ADP fis-2602 112 9 acig acig NOUN fis-2602 112 10 b b PROPN fis-2602 112 11 d d X fis-2602 112 12 b b PROPN fis-2602 113 1 d d NOUN fis-2602 113 2   PROPN fis-2602 113 3   PROPN fis-2602 113 4   ADJ fis-2602 113 5 ( ( PUNCT fis-2602 113 6 7 7 NUM fis-2602 113 7 ) ) PUNCT fis-2602 113 8   NOUN fis-2602 113 9   SYM fis-2602 113 10   NOUN fis-2602 113 11   SYM fis-2602 113 12   NOUN fis-2602 113 13   PUNCT fis-2602 113 14   NOUN fis-2602 113 15   VERB fis-2602 113 16     SPACE fis-2602 113 17 2 2 NUM fis-2602 113 18 2 2 NUM fis-2602 113 19 * * PUNCT fis-2602 113 20 * * PUNCT fis-2602 113 21 2 2 NUM fis-2602 113 22 * * PUNCT fis-2602 113 23 * * PUNCT fis-2602 113 24 2 2 NUM fis-2602 113 25 0 0 NUM fis-2602 114 1 * * PUNCT fis-2602 115 1 * * PUNCT fis-2602 115 2 1.7 1.7 NUM fis-2602 115 3 * * PUNCT fis-2602 116 1 * * PUNCT fis-2602 116 2 1.7 1.7 NUM fis-2602 116 3 r r NOUN fis-2602 116 4 w w NOUN fis-2602 116 5 s s PROPN fis-2602 116 6 w w PROPN fis-2602 116 7 t t PROPN fis-2602 116 8 w w PROPN fis-2602 116 9 w w PROPN fis-2602 116 10 t t PROPN fis-2602 116 11 b b PROPN fis-2602 116 12 d d PROPN fis-2602 116 13 t t PROPN fis-2602 116 14 b b PROPN fis-2602 117 1 d d NUM fis-2602 117 2 acig acig PROPN fis-2602 117 3 b b PROPN fis-2602 117 4 d d X fis-2602 117 5 b b PROPN fis-2602 118 1 d d X fis-2602 118 2   PROPN fis-2602 118 3   PUNCT fis-2602 118 4   PROPN fis-2602 118 5   PROPN fis-2602 118 6   PROPN fis-2602 118 7 ( ( PUNCT fis-2602 118 8 8) 8) NUM fis-2602 118 9   NOUN fis-2602 118 10   SYM fis-2602 118 11   NOUN fis-2602 118 12   SYM fis-2602 118 13   NOUN fis-2602 118 14   PUNCT fis-2602 118 15   NOUN fis-2602 118 16   NOUN fis-2602 118 17     SPACE fis-2602 118 18 & & CCONJ fis-2602 118 19 2 2 NUM fis-2602 118 20 2 2 NUM fis-2602 118 21 * * PUNCT fis-2602 118 22 * * PUNCT fis-2602 118 23 2 2 NUM fis-2602 118 24 * * PUNCT fis-2602 118 25 * * PUNCT fis-2602 118 26 2 2 NUM fis-2602 118 27 0 0 NUM fis-2602 118 28 * * PUNCT fis-2602 119 1 * * PUNCT fis-2602 119 2 * * PUNCT fis-2602 120 1 * * PUNCT fis-2602 120 2 1.7 1.7 NUM fis-2602 120 3 * * PUNCT fis-2602 121 1 * * PUNCT fis-2602 121 2 1.7 1.7 NUM fis-2602 121 3 u u NOUN fis-2602 121 4 w w PROPN fis-2602 121 5 s s PROPN fis-2602 121 6 wu wu PROPN fis-2602 121 7 s s PROPN fis-2602 121 8 v v ADP fis-2602 121 9 t t PROPN fis-2602 121 10 w w PROPN fis-2602 121 11 ww ww PROPN fis-2602 121 12 w w PROPN fis-2602 121 13 t t PROPN fis-2602 121 14 b b PROPN fis-2602 121 15 d d PROPN fis-2602 121 16 t t PROPN fis-2602 121 17 b b PROPN fis-2602 121 18 dv dv PROPN fis-2602 121 19 v v NUM fis-2602 121 20 acig acig PROPN fis-2602 122 1 b b PROPN fis-2602 122 2 d d PROPN fis-2602 122 3 b b PROPN fis-2602 122 4 db db PROPN fis-2602 122 5 d d PROPN fis-2602 122 6 b b PROPN fis-2602 122 7 d d PROPN fis-2602 122 8   PROPN fis-2602 122 9   PROPN fis-2602 122 10   PROPN fis-2602 122 11   ADV fis-2602 122 12   PROPN fis-2602 122 13   VERB fis-2602 122 14   PROPN fis-2602 122 15 ( ( PUNCT fis-2602 122 16 9 9 NUM fis-2602 122 17 ) ) PUNCT fis-2602 122 18 in in ADP fis-2602 122 19 the the DET fis-2602 122 20 above above ADJ fis-2602 122 21 equations equation NOUN fis-2602 122 22 , , PUNCT fis-2602 122 23 the the DET fis-2602 122 24 s s NOUN fis-2602 122 25 index index NOUN fis-2602 122 26 is be AUX fis-2602 122 27 the the DET fis-2602 122 28 load load NOUN fis-2602 122 29 and and CCONJ fis-2602 122 30 moment moment NOUN fis-2602 122 31 exerted exert VERB fis-2602 122 32 on on ADP fis-2602 122 33 the the DET fis-2602 122 34 cross cross NOUN fis-2602 122 35 - - NOUN fis-2602 122 36 section section ADJ fis-2602 122 37 ( ( PUNCT fis-2602 122 38 demand demand NOUN fis-2602 122 39 ) ) PUNCT fis-2602 122 40 , , PUNCT fis-2602 122 41 r r NOUN fis-2602 122 42 is be AUX fis-2602 122 43 the the DET fis-2602 122 44 resistance resistance NOUN fis-2602 122 45 surface surface NOUN fis-2602 122 46 of of ADP fis-2602 122 47 the the DET fis-2602 122 48 cross cross NOUN fis-2602 122 49 - - NOUN fis-2602 122 50 section section NOUN fis-2602 122 51 ( ( PUNCT fis-2602 122 52 capacity capacity NOUN fis-2602 122 53 ) ) PUNCT fis-2602 122 54 . . PUNCT fis-2602 123 1 in in ADP fis-2602 123 2 sections section NOUN fis-2602 123 3 2 2 NUM fis-2602 123 4 - - SYM fis-2602 123 5 3 3 NUM fis-2602 123 6 to to PART fis-2602 123 7 2 2 NUM fis-2602 123 8 - - SYM fis-2602 123 9 5 5 NUM fis-2602 123 10 , , PUNCT fis-2602 123 11 different different ADJ fis-2602 123 12 levels level NOUN fis-2602 123 13 of of ADP fis-2602 123 14 standard standard NOUN fis-2602 123 15 are be AUX fis-2602 123 16 presented present VERB fis-2602 123 17 for for ADP fis-2602 123 18 various various ADJ fis-2602 123 19 combinations combination NOUN fis-2602 123 20 of of ADP fis-2602 123 21 forces force NOUN fis-2602 123 22 . . PUNCT fis-2602 124 1 & & CCONJ fis-2602 124 2     SPACE fis-2602 124 3 v v NOUN fis-2602 124 4 tacig tacig PROPN fis-2602 124 5 is be AUX fis-2602 124 6 limit limit VERB fis-2602 124 7 state state NOUN fis-2602 124 8 function function NOUN fis-2602 124 9 for for ADP fis-2602 124 10 shear shear NOUN fis-2602 124 11 and and CCONJ fis-2602 124 12 torsion torsion NOUN fis-2602 124 13 as as ADV fis-2602 124 14 well well ADV fis-2602 124 15 as as ADP fis-2602 124 16 vacig vacig PROPN fis-2602 124 17 and and CCONJ fis-2602 124 18 tacig tacig PROPN fis-2602 124 19 is be AUX fis-2602 124 20 shear shear NOUN fis-2602 124 21 and and CCONJ fis-2602 124 22 torsion torsion NOUN fis-2602 124 23 limit limit NOUN fis-2602 124 24 sate sate NOUN fis-2602 124 25 function function PROPN fis-2602 124 26 , , PUNCT fis-2602 124 27 respectively respectively ADV fis-2602 124 28 . . PUNCT fis-2602 125 1 the the DET fis-2602 125 2 safety safety NOUN fis-2602 125 3 surface surface NOUN fis-2602 125 4 of of ADP fis-2602 125 5 bending bend VERB fis-2602 125 6 - - PUNCT fis-2602 125 7 torsion torsion NOUN fis-2602 125 8 to to PART fis-2602 125 9 investigate investigate VERB fis-2602 125 10 the the DET fis-2602 125 11 safety safety NOUN fis-2602 125 12 surface surface NOUN fis-2602 125 13 of of ADP fis-2602 125 14 the the DET fis-2602 125 15 aci aci PROPN fis-2602 125 16 standard standard PROPN fis-2602 125 17 , , PUNCT fis-2602 125 18 the the DET fis-2602 125 19 values value NOUN fis-2602 125 20 of of ADP fis-2602 125 21 torsion torsion NOUN fis-2602 125 22 and and CCONJ fis-2602 125 23 bending bend VERB fis-2602 125 24 steel steel NOUN fis-2602 125 25 are be AUX fis-2602 125 26 calculated calculate VERB fis-2602 125 27 using use VERB fis-2602 125 28 eqns eqns PROPN fis-2602 125 29 . . PUNCT fis-2602 126 1 ( ( PUNCT fis-2602 126 2 1 1 X fis-2602 126 3 ) ) PUNCT fis-2602 126 4 to to ADP fis-2602 126 5 ( ( PUNCT fis-2602 126 6 3 3 NUM fis-2602 126 7 ) ) PUNCT fis-2602 126 8 . . PUNCT fis-2602 127 1 after after ADP fis-2602 127 2 calculating calculate VERB fis-2602 127 3 the the DET fis-2602 127 4 values value NOUN fis-2602 127 5 of of ADP fis-2602 127 6 the the DET fis-2602 127 7 bending bend VERB fis-2602 127 8 moment moment NOUN fis-2602 127 9 and and CCONJ fis-2602 127 10 the the DET fis-2602 127 11 applied apply VERB fis-2602 127 12 live live ADJ fis-2602 127 13 and and CCONJ fis-2602 127 14 dead dead ADJ fis-2602 127 15 loads load NOUN fis-2602 127 16 , , PUNCT fis-2602 127 17 a a DET fis-2602 127 18 limit limit NOUN fis-2602 127 19 function function NOUN fis-2602 127 20 as as ADP fis-2602 127 21 in in ADP fis-2602 127 22 eqns eqns PROPN fis-2602 127 23 . . PUNCT fis-2602 128 1 ( ( PUNCT fis-2602 128 2 10 10 NUM fis-2602 128 3 ) ) PUNCT fis-2602 128 4 and and CCONJ fis-2602 128 5 ( ( PUNCT fis-2602 128 6 11 11 NUM fis-2602 128 7 ) ) PUNCT fis-2602 128 8 are be AUX fis-2602 128 9 considered consider VERB fis-2602 128 10 . . PUNCT fis-2602 129 1 * * PUNCT fis-2602 130 1 * * PUNCT fis-2602 130 2 * * PUNCT fis-2602 130 3 0 0 NUM fis-2602 130 4     SPACE fis-2602 130 5 1.7 1.7 NUM fis-2602 130 6 * * PUNCT fis-2602 131 1 * * PUNCT fis-2602 131 2 * * PUNCT fis-2602 131 3 s s X fis-2602 131 4 y y PROPN fis-2602 131 5 b b PROPN fis-2602 131 6 s s PROPN fis-2602 131 7 y y PROPN fis-2602 131 8 s s PROPN fis-2602 131 9 c c NOUN fis-2602 131 10 a a DET fis-2602 131 11 f f PROPN fis-2602 131 12 acig acig VERB fis-2602 131 13 a a DET fis-2602 131 14 f f X fis-2602 132 1 d d NOUN fis-2602 132 2 m m PROPN fis-2602 132 3 f f PROPN fis-2602 132 4 b b PROPN fis-2602 133 1 d d NOUN fis-2602 133 2   NOUN fis-2602 133 3   NOUN fis-2602 133 4   PROPN fis-2602 133 5   PROPN fis-2602 133 6   PROPN fis-2602 133 7   X fis-2602 133 8   PROPN fis-2602 133 9   PROPN fis-2602 133 10   NOUN fis-2602 133 11 ( ( PUNCT fis-2602 133 12 10 10 NUM fis-2602 133 13 ) ) PUNCT fis-2602 133 14   NOUN fis-2602 134 1   SYM fis-2602 134 2   NOUN fis-2602 134 3   SYM fis-2602 134 4   NOUN fis-2602 134 5   PUNCT fis-2602 134 6   PROPN fis-2602 134 7   PROPN fis-2602 134 8 & & CCONJ fis-2602 134 9 2 2 NUM fis-2602 134 10 2 2 NUM fis-2602 134 11 * * PUNCT fis-2602 134 12 * * PUNCT fis-2602 134 13 2 2 NUM fis-2602 134 14 * * PUNCT fis-2602 134 15 * * PUNCT fis-2602 134 16 2 2 NUM fis-2602 134 17 * * PUNCT fis-2602 134 18 * * PUNCT fis-2602 134 19         SPACE fis-2602 134 20 0 0 NUM fis-2602 134 21 1.7 1.7 NUM fis-2602 134 22 * * PUNCT fis-2602 135 1 * * PUNCT fis-2602 136 1 * * PUNCT fis-2602 136 2 * * PUNCT fis-2602 136 3 1.7 1.7 NUM fis-2602 136 4 r r NOUN fis-2602 136 5 w w NOUN fis-2602 136 6 s s PROPN fis-2602 136 7 wr wr PROPN fis-2602 136 8 s s PROPN fis-2602 136 9 b b PROPN fis-2602 136 10 t t PROPN fis-2602 136 11 w w PROPN fis-2602 136 12 w w PROPN fis-2602 136 13 t t PROPN fis-2602 136 14 b b PROPN fis-2602 137 1 d d X fis-2602 137 2 t t PROPN fis-2602 137 3 b b X fis-2602 137 4 dm dm INTJ fis-2602 138 1 c c NOUN fis-2602 138 2 m m VERB fis-2602 138 3 c c NOUN fis-2602 138 4 acig acig NOUN fis-2602 139 1 i i PRON fis-2602 139 2 ib ib VERB fis-2602 140 1 d d PROPN fis-2602 140 2 b b PROPN fis-2602 140 3 d d X fis-2602 140 4   PROPN fis-2602 140 5   PROPN fis-2602 140 6   PROPN fis-2602 140 7   ADV fis-2602 140 8   PROPN fis-2602 140 9   VERB fis-2602 140 10   PROPN fis-2602 140 11 ( ( PUNCT fis-2602 140 12 11 11 NUM fis-2602 140 13 ) ) PUNCT fis-2602 140 14 in in ADP fis-2602 140 15 eqns eqns PROPN fis-2602 140 16 . . PUNCT fis-2602 141 1 10 10 NUM fis-2602 141 2 and and CCONJ fis-2602 141 3 11 11 NUM fis-2602 141 4 , , PUNCT fis-2602 141 5 index index NOUN fis-2602 141 6 s s PART fis-2602 141 7 refers refer VERB fis-2602 141 8 to to ADP fis-2602 141 9 the the DET fis-2602 141 10 effects effect NOUN fis-2602 141 11 of of ADP fis-2602 141 12 the the DET fis-2602 141 13 loads load NOUN fis-2602 141 14 ( ( PUNCT fis-2602 141 15 live live VERB fis-2602 141 16 + + CCONJ fis-2602 141 17 dead dead ADJ fis-2602 141 18 ) ) PUNCT fis-2602 141 19 , , PUNCT fis-2602 141 20 and and CCONJ fis-2602 141 21 index index NOUN fis-2602 141 22 r r NOUN fis-2602 141 23 points point NOUN fis-2602 141 24 to to ADP fis-2602 141 25 the the DET fis-2602 141 26 resistance resistance NOUN fis-2602 141 27 against against ADP fis-2602 141 28 the the DET fis-2602 141 29 exerted exert VERB fis-2602 141 30 loads load NOUN fis-2602 141 31 . . PUNCT fis-2602 142 1 & & CCONJ fis-2602 142 2         SPACE fis-2602 142 3 b b PROPN fis-2602 142 4 taci taci PROPN fis-2602 142 5 g g PROPN fis-2602 142 6 is be AUX fis-2602 142 7 limit limit VERB fis-2602 142 8 state state NOUN fis-2602 142 9 function function NOUN fis-2602 142 10 for for ADP fis-2602 142 11 bending bending NOUN fis-2602 142 12 and and CCONJ fis-2602 142 13 torsion torsion NOUN fis-2602 142 14 as as ADV fis-2602 142 15 well well ADV fis-2602 142 16 as as ADP fis-2602 142 17 bacig bacig ADJ fis-2602 142 18 and and CCONJ fis-2602 142 19 tacig tacig NOUN fis-2602 142 20 are be AUX fis-2602 142 21 bending bend VERB fis-2602 142 22 and and CCONJ fis-2602 142 23 torsion torsion NOUN fis-2602 142 24 limit limit NOUN fis-2602 142 25 sate sate NOUN fis-2602 142 26 functions function NOUN fis-2602 142 27 , , PUNCT fis-2602 142 28 respectively respectively ADV fis-2602 142 29 . . PUNCT fis-2602 143 1 the the DET fis-2602 143 2 safety safety NOUN fis-2602 143 3 surface surface NOUN fis-2602 143 4 of of ADP fis-2602 143 5 bending bend VERB fis-2602 143 6 - - PUNCT fis-2602 143 7 shear shear NOUN fis-2602 143 8 the the DET fis-2602 143 9 amount amount NOUN fis-2602 143 10 of of ADP fis-2602 143 11 the the DET fis-2602 143 12 required require VERB fis-2602 143 13 steel steel NOUN fis-2602 143 14 for for ADP fis-2602 143 15 three three NUM fis-2602 143 16 states state NOUN fis-2602 143 17 was be AUX fis-2602 143 18 calculated calculate VERB fis-2602 143 19 in in ADP fis-2602 143 20 the the DET fis-2602 143 21 previous previous ADJ fis-2602 143 22 sections section NOUN fis-2602 143 23 . . PUNCT fis-2602 144 1 as as ADV fis-2602 144 2 well well ADV fis-2602 144 3 , , PUNCT fis-2602 144 4 the the DET fis-2602 144 5 amount amount NOUN fis-2602 144 6 of of ADP fis-2602 144 7 the the DET fis-2602 144 8 forces force NOUN fis-2602 144 9 acting act VERB fis-2602 144 10 on on ADP fis-2602 144 11 the the DET fis-2602 144 12 cross cross NOUN fis-2602 144 13 - - NOUN fis-2602 144 14 section section NOUN fis-2602 144 15 and and CCONJ fis-2602 144 16 the the DET fis-2602 144 17 strength strength NOUN fis-2602 144 18 of of ADP fis-2602 144 19 the the DET fis-2602 144 20 cross cross NOUN fis-2602 144 21 - - NOUN fis-2602 144 22 section section NOUN fis-2602 144 23 are be AUX fis-2602 144 24 obtained obtain VERB fis-2602 144 25 for for ADP fis-2602 144 26 three three NUM fis-2602 144 27 states state NOUN fis-2602 144 28 of of ADP fis-2602 144 29 shear shear NOUN fis-2602 144 30 , , PUNCT fis-2602 144 31 torsion torsion NOUN fis-2602 144 32 , , PUNCT fis-2602 144 33 and and CCONJ fis-2602 144 34 bending bend VERB fis-2602 144 35 . . PUNCT fis-2602 145 1 in in ADP fis-2602 145 2 order order NOUN fis-2602 145 3 to to PART fis-2602 145 4 consider consider VERB fis-2602 145 5 the the DET fis-2602 145 6 combination combination NOUN fis-2602 145 7 of of ADP fis-2602 145 8 the the DET fis-2602 145 9 bending bending NOUN fis-2602 145 10 and and CCONJ fis-2602 145 11 shear shear NOUN fis-2602 145 12 state state NOUN fis-2602 145 13 ( ( PUNCT fis-2602 145 14 & & CCONJ fis-2602 145 15 ) ) PUNCT fis-2602 145 16 v v ADP fis-2602 145 17 bg bg PROPN fis-2602 145 18 , , PUNCT fis-2602 145 19 eqn eqn PROPN fis-2602 145 20 . . PROPN fis-2602 145 21 12 12 NUM fis-2602 145 22 is be AUX fis-2602 145 23 used use VERB fis-2602 145 24 . . PUNCT fis-2602 146 1 f. f. PROPN fis-2602 146 2 jafari jafari PROPN fis-2602 146 3 et et PROPN fis-2602 146 4 alii alii PROPN fis-2602 146 5 , , PUNCT fis-2602 146 6 frattura frattura PROPN fis-2602 146 7 ed ed PROPN fis-2602 146 8 integrità integrità PROPN fis-2602 146 9 strutturale strutturale PROPN fis-2602 146 10 , , PUNCT fis-2602 146 11 51 51 NUM fis-2602 146 12 ( ( PUNCT fis-2602 146 13 2020 2020 NUM fis-2602 146 14 ) ) PUNCT fis-2602 146 15 136 136 NUM fis-2602 146 16 - - SYM fis-2602 146 17 150 150 NUM fis-2602 146 18 ; ; PUNCT fis-2602 146 19 doi doi NOUN fis-2602 146 20 : : PUNCT fis-2602 146 21 10.3221 10.3221 NUM fis-2602 146 22 / / SYM fis-2602 146 23 igf igf PROPN fis-2602 146 24 - - PROPN fis-2602 146 25 esis.51.11 esis.51.11 PROPN fis-2602 146 26 140 140 NUM fis-2602 146 27 & & CCONJ fis-2602 146 28 * * PROPN fis-2602 146 29 * * PUNCT fis-2602 146 30     SPACE fis-2602 146 31 0 0 NUM fis-2602 147 1 * * PUNCT fis-2602 147 2 * * PUNCT fis-2602 147 3 r r NOUN fis-2602 147 4 r r NOUN fis-2602 147 5 s s NOUN fis-2602 147 6 s s X fis-2602 147 7 v v NOUN fis-2602 147 8 b b PROPN fis-2602 147 9 w w PROPN fis-2602 147 10 w w PROPN fis-2602 147 11 v v NUM fis-2602 147 12 m m NOUN fis-2602 147 13 c c NOUN fis-2602 147 14 v v ADP fis-2602 147 15 m m NOUN fis-2602 147 16 c c NOUN fis-2602 147 17 acig acig NOUN fis-2602 148 1 b b PROPN fis-2602 149 1 d d NOUN fis-2602 149 2 i i PRON fis-2602 149 3 b b PROPN fis-2602 150 1 d d NOUN fis-2602 150 2 i i PRON fis-2602 150 3   NOUN fis-2602 150 4   VERB fis-2602 150 5   NOUN fis-2602 150 6   PROPN fis-2602 150 7   PROPN fis-2602 150 8   ADV fis-2602 150 9   PROPN fis-2602 150 10   X fis-2602 150 11   X fis-2602 150 12   PROPN fis-2602 151 1   PROPN fis-2602 151 2   PROPN fis-2602 152 1   ADJ fis-2602 152 2   PROPN fis-2602 152 3   PROPN fis-2602 152 4   NOUN fis-2602 152 5 ( ( PUNCT fis-2602 152 6 12 12 NUM fis-2602 152 7 ) ) PUNCT fis-2602 152 8 the the DET fis-2602 152 9 safety safety NOUN fis-2602 152 10 surface surface NOUN fis-2602 152 11 of of ADP fis-2602 152 12 bending bend VERB fis-2602 152 13 - - PUNCT fis-2602 152 14 torsion torsion NOUN fis-2602 152 15 - - PUNCT fis-2602 152 16 shear shear NOUN fis-2602 152 17 the the DET fis-2602 152 18 following following ADJ fis-2602 152 19 limit limit NOUN fis-2602 152 20 sate sate NOUN fis-2602 152 21 function function PROPN fis-2602 152 22 , , PUNCT fis-2602 152 23 & & CCONJ fis-2602 152 24 ( ( PUNCT fis-2602 152 25 ) ) PUNCT fis-2602 152 26 v v NOUN fis-2602 152 27 b b NOUN fis-2602 152 28 tacig tacig PROPN fis-2602 152 29 is be AUX fis-2602 152 30 considered consider VERB fis-2602 152 31 to to PART fis-2602 152 32 obtain obtain VERB fis-2602 152 33 the the DET fis-2602 152 34 safety safety NOUN fis-2602 152 35 surface surface NOUN fis-2602 152 36 of of ADP fis-2602 152 37 the the DET fis-2602 152 38 aci aci PROPN fis-2602 152 39 standard standard PROPN fis-2602 152 40 for for ADP fis-2602 152 41 three three NUM fis-2602 152 42 states state NOUN fis-2602 152 43 of of ADP fis-2602 152 44 shear shear NOUN fis-2602 152 45 , , PUNCT fis-2602 152 46 bending bending NOUN fis-2602 152 47 , , PUNCT fis-2602 152 48 and and CCONJ fis-2602 152 49 torsion torsion NOUN fis-2602 152 50 . . PUNCT fis-2602 153 1   NOUN fis-2602 154 1   PUNCT fis-2602 154 2   NOUN fis-2602 154 3   SYM fis-2602 154 4   NOUN fis-2602 154 5   PUNCT fis-2602 154 6   PROPN fis-2602 154 7   PROPN fis-2602 154 8 , , PUNCT fis-2602 154 9 & & CCONJ fis-2602 154 10 2 2 NUM fis-2602 154 11 2 2 NUM fis-2602 154 12 * * PUNCT fis-2602 154 13 * * PUNCT fis-2602 154 14 2 2 NUM fis-2602 154 15 * * PUNCT fis-2602 154 16 * * PUNCT fis-2602 154 17 2 2 NUM fis-2602 154 18 * * PUNCT fis-2602 154 19 * * PUNCT fis-2602 154 20         SPACE fis-2602 154 21 0 0 NUM fis-2602 155 1 * * PUNCT fis-2602 156 1 * * PUNCT fis-2602 156 2 1.7 1.7 NUM fis-2602 156 3 * * PUNCT fis-2602 157 1 * * PUNCT fis-2602 158 1 * * PUNCT fis-2602 158 2 * * PUNCT fis-2602 158 3 1.7 1.7 NUM fis-2602 158 4 r r NOUN fis-2602 158 5 w w NOUN fis-2602 158 6 s s NOUN fis-2602 158 7 wr wr NOUN fis-2602 158 8 r r NOUN fis-2602 158 9 s s NOUN fis-2602 158 10 s s X fis-2602 158 11 v v NOUN fis-2602 158 12 b b PROPN fis-2602 158 13 t t PROPN fis-2602 158 14 w w PROPN fis-2602 158 15 ww ww PROPN fis-2602 158 16 w w PROPN fis-2602 158 17 t t PROPN fis-2602 158 18 b b PROPN fis-2602 159 1 d d X fis-2602 159 2 t t PROPN fis-2602 159 3 b b X fis-2602 159 4 dm dm NOUN fis-2602 159 5 c c NOUN fis-2602 159 6 v v NOUN fis-2602 159 7 m m NOUN fis-2602 159 8 c c NOUN fis-2602 159 9 v v NUM fis-2602 159 10 acig acig ADV fis-2602 160 1 i i PRON fis-2602 160 2 b b PROPN fis-2602 161 1 d d NOUN fis-2602 161 2 i i PRON fis-2602 161 3 b b PROPN fis-2602 161 4 db db PROPN fis-2602 161 5 d d X fis-2602 161 6 b b PROPN fis-2602 161 7 d d PROPN fis-2602 161 8   NOUN fis-2602 161 9   PROPN fis-2602 161 10   NOUN fis-2602 161 11   VERB fis-2602 161 12   PROPN fis-2602 161 13   PROPN fis-2602 162 1   PROPN fis-2602 163 1   PROPN fis-2602 163 2   PROPN fis-2602 163 3   ADV fis-2602 163 4   PUNCT fis-2602 163 5   PROPN fis-2602 163 6   PUNCT fis-2602 163 7   PROPN fis-2602 164 1   PROPN fis-2602 165 1   PROPN fis-2602 166 1   INTJ fis-2602 167 1   PROPN fis-2602 167 2   PROPN fis-2602 168 1   ADJ fis-2602 168 2   PROPN fis-2602 168 3   PROPN fis-2602 168 4   NOUN fis-2602 168 5 ( ( PUNCT fis-2602 168 6 13 13 NUM fis-2602 168 7 ) ) PUNCT fis-2602 168 8 in in ADP fis-2602 168 9 eqn eqn NOUN fis-2602 168 10 . . PROPN fis-2602 169 1 13 13 NUM fis-2602 169 2 , , PUNCT fis-2602 169 3 three three NUM fis-2602 169 4 states state NOUN fis-2602 169 5 of of ADP fis-2602 169 6 shear shear NOUN fis-2602 169 7 , , PUNCT fis-2602 169 8 bending bending NOUN fis-2602 169 9 and and CCONJ fis-2602 169 10 torsion torsion NOUN fis-2602 169 11 effect effect NOUN fis-2602 169 12 appear appear VERB fis-2602 169 13 simultaneously simultaneously ADV fis-2602 169 14 and and CCONJ fis-2602 169 15 by by ADP fis-2602 169 16 considering consider VERB fis-2602 169 17 this this DET fis-2602 169 18 limit limit NOUN fis-2602 169 19 state state NOUN fis-2602 169 20 function function NOUN fis-2602 169 21 , , PUNCT fis-2602 169 22 the the DET fis-2602 169 23 safety safety NOUN fis-2602 169 24 surface surface NOUN fis-2602 169 25 is be AUX fis-2602 169 26 predicted predict VERB fis-2602 169 27 . . PUNCT fis-2602 170 1 sections section NOUN fis-2602 170 2 and and CCONJ fis-2602 170 3 dimensions dimension NOUN fis-2602 170 4 in in ADP fis-2602 170 5 order order NOUN fis-2602 170 6 to to PART fis-2602 170 7 calculate calculate VERB fis-2602 170 8 the the DET fis-2602 170 9 beta beta ADJ fis-2602 170 10 index index NOUN fis-2602 170 11 of of ADP fis-2602 170 12 t t PROPN fis-2602 170 13 , , PUNCT fis-2602 170 14 l l NOUN fis-2602 170 15 , , PUNCT fis-2602 170 16 and and CCONJ fis-2602 170 17 the the DET fis-2602 170 18 rectangular rectangular ADJ fis-2602 170 19 cross cross ADJ fis-2602 170 20 - - ADJ fis-2602 170 21 section section ADJ fis-2602 170 22 beams beam NOUN fis-2602 170 23 , , PUNCT fis-2602 170 24 specified specify VERB fis-2602 170 25 geometrical geometrical ADJ fis-2602 170 26 futures future NOUN fis-2602 170 27 are be AUX fis-2602 170 28 assumed assume VERB fis-2602 170 29 as as SCONJ fis-2602 170 30 shown show VERB fis-2602 170 31 in in ADP fis-2602 170 32 fig fig NOUN fis-2602 170 33 . . PUNCT fis-2602 171 1 1 1 NUM fis-2602 171 2 and and CCONJ fis-2602 171 3 tab tab NOUN fis-2602 171 4 . . PUNCT fis-2602 172 1 2 2 X fis-2602 172 2 . . X fis-2602 172 3 the the DET fis-2602 172 4 distributed distribute VERB fis-2602 172 5 load load NOUN fis-2602 172 6 ( ( PUNCT fis-2602 172 7 25kn 25kn NOUN fis-2602 172 8 / / SYM fis-2602 172 9 m m VERB fis-2602 172 10 ) ) PUNCT fis-2602 172 11 is be AUX fis-2602 172 12 exerted exert VERB fis-2602 172 13 on on ADP fis-2602 172 14 the the DET fis-2602 172 15 beam beam NOUN fis-2602 172 16 length length NOUN fis-2602 172 17 . . PUNCT fis-2602 173 1 cross cros NOUN fis-2602 173 2 - - NOUN fis-2602 173 3 sections section NOUN fis-2602 173 4 of of ADP fis-2602 173 5 the the DET fis-2602 173 6 mentioned mention VERB fis-2602 173 7 beams beam NOUN fis-2602 173 8 are be AUX fis-2602 173 9 selected select VERB fis-2602 173 10 in in ADP fis-2602 173 11 such such DET fis-2602 173 12 a a DET fis-2602 173 13 way way NOUN fis-2602 173 14 that that PRON fis-2602 173 15 the the DET fis-2602 173 16 area area NOUN fis-2602 173 17 of of ADP fis-2602 173 18 the the DET fis-2602 173 19 t t NOUN fis-2602 173 20 - - PUNCT fis-2602 173 21 shape shape NOUN fis-2602 173 22 section section NOUN fis-2602 173 23 is be AUX fis-2602 173 24 twice twice DET fis-2602 173 25 that that PRON fis-2602 173 26 of of ADP fis-2602 173 27 l l NOUN fis-2602 173 28 - - PUNCT fis-2602 173 29 shape shape NOUN fis-2602 173 30 section section NOUN fis-2602 173 31 and and CCONJ fis-2602 173 32 the the DET fis-2602 173 33 rectangular rectangular ADJ fis-2602 173 34 section section NOUN fis-2602 173 35 area area NOUN fis-2602 173 36 was be AUX fis-2602 173 37     SPACE fis-2602 173 38 * * PUNCT fis-2602 173 39 wb wb PROPN fis-2602 173 40 d d PROPN fis-2602 173 41 . . PUNCT fis-2602 174 1 figure figure NOUN fis-2602 174 2 1 1 NUM fis-2602 174 3 : : PUNCT fis-2602 174 4 schematic schematic ADJ fis-2602 174 5 figure figure NOUN fis-2602 174 6 of of ADP fis-2602 174 7 the the DET fis-2602 174 8 l l PROPN fis-2602 174 9 , , PUNCT fis-2602 174 10 t t PROPN fis-2602 174 11 , , PUNCT fis-2602 174 12 and and CCONJ fis-2602 174 13 rectangular rectangular ADJ fis-2602 174 14 sections section NOUN fis-2602 174 15 wb wb PROPN fis-2602 175 1 ( ( PUNCT fis-2602 175 2 mm mm INTJ fis-2602 175 3 ) ) PUNCT fis-2602 175 4 dq dq PROPN fis-2602 175 5 ( ( PUNCT fis-2602 175 6 kn kn PROPN fis-2602 175 7 / / SYM fis-2602 175 8 m m PROPN fis-2602 175 9 ) ) PUNCT fis-2602 175 10 f f PROPN fis-2602 175 11 ( ( PUNCT fis-2602 175 12 mpa)c mpa)c PROPN fis-2602 175 13 eb eb PROPN fis-2602 175 14 ( ( PUNCT fis-2602 175 15 mm mm PROPN fis-2602 175 16 ) ) PUNCT fis-2602 175 17 yf yf NOUN fis-2602 175 18 ( ( PUNCT fis-2602 175 19 mpa mpa PROPN fis-2602 175 20 ) ) PUNCT fis-2602 175 21 450 450 NUM fis-2602 175 22 25 25 NUM fis-2602 175 23 21 21 NUM fis-2602 175 24 850 850 NUM fis-2602 175 25 420 420 NUM fis-2602 175 26 fb fb NOUN fis-2602 175 27 ( ( PUNCT fis-2602 175 28 mm mm NOUN fis-2602 175 29 ) ) PUNCT fis-2602 175 30 d(mm d(mm PROPN fis-2602 175 31 ) ) PUNCT fis-2602 175 32 l(mm l(mm NOUN fis-2602 175 33 ) ) PUNCT fis-2602 175 34   NOUN fis-2602 176 1   PROPN fis-2602 176 2 * * PUNCT fis-2602 176 3 ; ; PUNCT fis-2602 176 4 1 1 X fis-2602 176 5 /l /l SYM fis-2602 176 6 dm dm NOUN fis-2602 176 7 ratio ratio NOUN fis-2602 176 8 m m PROPN fis-2602 176 9 ratio ratio NOUN fis-2602 176 10 t t PROPN fis-2602 176 11 t t PROPN fis-2602 176 12   PROPN fis-2602 176 13   VERB fis-2602 176 14 200 200 NUM fis-2602 176 15 400 400 NUM fis-2602 176 16 2000 2000 NUM fis-2602 176 17 0.4 0.4 NUM fis-2602 176 18 - - SYM fis-2602 176 19 1.0 1.0 NUM fis-2602 176 20 table table NOUN fis-2602 176 21 2 2 NUM fis-2602 176 22 : : PUNCT fis-2602 176 23 the the DET fis-2602 176 24 nominal nominal ADJ fis-2602 176 25 parameters parameter NOUN fis-2602 176 26 of of ADP fis-2602 176 27 this this DET fis-2602 176 28 study study NOUN fis-2602 176 29 f. f. PROPN fis-2602 176 30 jafari jafari PROPN fis-2602 176 31 et et PROPN fis-2602 176 32 alii alii PROPN fis-2602 176 33 , , PUNCT fis-2602 176 34 frattura frattura PROPN fis-2602 176 35 ed ed PROPN fis-2602 176 36 integrità integrità PROPN fis-2602 176 37 strutturale strutturale PROPN fis-2602 176 38 , , PUNCT fis-2602 176 39 51 51 NUM fis-2602 176 40 ( ( PUNCT fis-2602 176 41 2020 2020 NUM fis-2602 176 42 ) ) PUNCT fis-2602 176 43 136 136 NUM fis-2602 176 44 - - SYM fis-2602 176 45 150 150 NUM fis-2602 176 46 ; ; PUNCT fis-2602 176 47 doi doi NOUN fis-2602 176 48 : : PUNCT fis-2602 176 49 10.3221 10.3221 NUM fis-2602 176 50 / / SYM fis-2602 176 51 igf igf PROPN fis-2602 176 52 - - ADJ fis-2602 176 53 esis.51.11 esis.51.11 ADJ fis-2602 176 54 141 141 NUM fis-2602 176 55 results result NOUN fis-2602 176 56 he he PRON fis-2602 176 57 results result VERB fis-2602 176 58 are be AUX fis-2602 176 59 presented present VERB fis-2602 176 60 in in ADP fis-2602 176 61 two two NUM fis-2602 176 62 sections section NOUN fis-2602 176 63 . . PUNCT fis-2602 177 1 the the DET fis-2602 177 2 first first ADJ fis-2602 177 3 part part NOUN fis-2602 177 4 of of ADP fis-2602 177 5 the the DET fis-2602 177 6 results result NOUN fis-2602 177 7 is be AUX fis-2602 177 8 devoted devote VERB fis-2602 177 9 to to ADP fis-2602 177 10 the the DET fis-2602 177 11 estimation estimation NOUN fis-2602 177 12 of of ADP fis-2602 177 13 the the DET fis-2602 177 14 safety safety NOUN fis-2602 177 15 indexes index NOUN fis-2602 177 16 using use VERB fis-2602 177 17 the the DET fis-2602 177 18 proposed propose VERB fis-2602 177 19 method method NOUN fis-2602 177 20 . . PUNCT fis-2602 178 1 the the DET fis-2602 178 2 main main ADJ fis-2602 178 3 goal goal NOUN fis-2602 178 4 is be AUX fis-2602 178 5 presenting present VERB fis-2602 178 6 an an DET fis-2602 178 7 approach approach NOUN fis-2602 178 8 to to ADP fis-2602 178 9 the the DET fis-2602 178 10 safe safe ADJ fis-2602 178 11 design design NOUN fis-2602 178 12 of of ADP fis-2602 178 13 beams beam NOUN fis-2602 178 14 instead instead ADV fis-2602 178 15 of of ADP fis-2602 178 16 the the DET fis-2602 178 17 traditional traditional ADJ fis-2602 178 18 method method NOUN fis-2602 178 19 . . PUNCT fis-2602 179 1 in in ADP fis-2602 179 2 the the DET fis-2602 179 3 second second ADJ fis-2602 179 4 part part NOUN fis-2602 179 5 , , PUNCT fis-2602 179 6 the the DET fis-2602 179 7 load load NOUN fis-2602 179 8 resistance resistance NOUN fis-2602 179 9 factors factor NOUN fis-2602 179 10 are be AUX fis-2602 179 11 calculated calculate VERB fis-2602 179 12 based base VERB fis-2602 179 13 on on ADP fis-2602 179 14 estimated estimate VERB fis-2602 179 15 safety safety NOUN fis-2602 179 16 indexes index NOUN fis-2602 179 17 . . PUNCT fis-2602 180 1 the the DET fis-2602 180 2 presented present VERB fis-2602 180 3 method method NOUN fis-2602 180 4 could could AUX fis-2602 180 5 be be AUX fis-2602 180 6 easily easily ADV fis-2602 180 7 applied apply VERB fis-2602 180 8 to to ADP fis-2602 180 9 other other ADJ fis-2602 180 10 international international ADJ fis-2602 180 11 design design NOUN fis-2602 180 12 codes code NOUN fis-2602 180 13 . . PUNCT fis-2602 181 1 namely namely ADV fis-2602 181 2 , , PUNCT fis-2602 181 3 the the DET fis-2602 181 4 safety safety NOUN fis-2602 181 5 indexes index NOUN fis-2602 181 6 are be AUX fis-2602 181 7 estimated estimate VERB fis-2602 181 8 without without ADP fis-2602 181 9 using use VERB fis-2602 181 10 specific specific ADJ fis-2602 181 11 standards standard NOUN fis-2602 181 12 , , PUNCT fis-2602 181 13 e.g. e.g. ADV fis-2602 181 14 aci aci PROPN fis-2602 181 15 . . PUNCT fis-2602 182 1 on on ADP fis-2602 182 2 the the DET fis-2602 182 3 other other ADJ fis-2602 182 4 hand hand NOUN fis-2602 182 5 , , PUNCT fis-2602 182 6 the the DET fis-2602 182 7 estimation estimation NOUN fis-2602 182 8 of of ADP fis-2602 182 9 safety safety NOUN fis-2602 182 10 indexes index NOUN fis-2602 182 11 is be AUX fis-2602 182 12 independent independent ADJ fis-2602 182 13 of of ADP fis-2602 182 14 any any DET fis-2602 182 15 regulation regulation NOUN fis-2602 182 16 . . PUNCT fis-2602 183 1 the the DET fis-2602 183 2 safety safety NOUN fis-2602 183 3 surface surface NOUN fis-2602 183 4 of of ADP fis-2602 183 5 standard standard NOUN fis-2602 183 6 for for ADP fis-2602 183 7 states state NOUN fis-2602 183 8 of of ADP fis-2602 183 9 torsion torsion NOUN fis-2602 183 10 - - PUNCT fis-2602 183 11 shear shear NOUN fis-2602 183 12 the the DET fis-2602 183 13 safety safety NOUN fis-2602 183 14 index index NOUN fis-2602 183 15 is be AUX fis-2602 183 16 calculated calculate VERB fis-2602 183 17 considering consider VERB fis-2602 183 18 statistical statistical ADJ fis-2602 183 19 values value NOUN fis-2602 183 20 ( ( PUNCT fis-2602 183 21 mean mean VERB fis-2602 183 22 , , PUNCT fis-2602 183 23 covariance covariance NOUN fis-2602 183 24 and and CCONJ fis-2602 183 25 pdf pdf NOUN fis-2602 183 26 ) ) PUNCT fis-2602 183 27 as as SCONJ fis-2602 183 28 given give VERB fis-2602 183 29 in in ADP fis-2602 183 30 tabs tab NOUN fis-2602 183 31 . . PUNCT fis-2602 184 1 1 1 NUM fis-2602 184 2 and and CCONJ fis-2602 184 3 2 2 NUM fis-2602 184 4 and and CCONJ fis-2602 184 5 the the DET fis-2602 184 6 limits limit NOUN fis-2602 184 7 state state NOUN fis-2602 184 8 functions function NOUN fis-2602 184 9 . . PUNCT fis-2602 185 1 the the DET fis-2602 185 2 following follow VERB fis-2602 185 3 flowchart flowchart PROPN fis-2602 185 4 shows show VERB fis-2602 185 5 the the DET fis-2602 185 6 calculation calculation NOUN fis-2602 185 7 of of ADP fis-2602 185 8 the the DET fis-2602 185 9 safety safety NOUN fis-2602 185 10 indexes index NOUN fis-2602 185 11 and and CCONJ fis-2602 185 12 load load NOUN fis-2602 185 13 factors factor NOUN fis-2602 185 14 . . PUNCT fis-2602 186 1 figure figure VERB fis-2602 186 2 2 2 NUM fis-2602 186 3 : : PUNCT fis-2602 186 4 flowchart flowchart NOUN fis-2602 186 5 of of ADP fis-2602 186 6 computer computer NOUN fis-2602 186 7 code code NOUN fis-2602 186 8 to to PART fis-2602 186 9 estimate estimate VERB fis-2602 186 10 the the DET fis-2602 186 11 beta beta NOUN fis-2602 186 12 index index NOUN fis-2602 186 13 and and CCONJ fis-2602 186 14 load load NOUN fis-2602 186 15 factors factor NOUN fis-2602 186 16 . . PUNCT fis-2602 187 1 fig fig NOUN fis-2602 187 2 . . PUNCT fis-2602 188 1 3 3 NUM fis-2602 188 2 shows show VERB fis-2602 188 3 the the DET fis-2602 188 4 beta beta ADJ fis-2602 188 5 indexes index NOUN fis-2602 188 6 vs vs ADP fis-2602 188 7 t t NOUN fis-2602 188 8 values value NOUN fis-2602 188 9 for for ADP fis-2602 188 10 different different ADJ fis-2602 188 11 cycle cycle NOUN fis-2602 188 12 numbers number NOUN fis-2602 188 13 , , PUNCT fis-2602 188 14 as as SCONJ fis-2602 188 15 seen see VERB fis-2602 188 16 from from ADP fis-2602 188 17 the the DET fis-2602 188 18 figure figure NOUN fis-2602 188 19 the the DET fis-2602 188 20 cycle cycle NOUN fis-2602 188 21 number number NOUN fis-2602 188 22 15000 15000 NUM fis-2602 188 23 for for ADP fis-2602 188 24 all all DET fis-2602 188 25 values value NOUN fis-2602 188 26 of of ADP fis-2602 188 27 t t PROPN fis-2602 188 28 is be AUX fis-2602 188 29 good good ADJ fis-2602 188 30 enough enough ADV fis-2602 188 31 for for ADP fis-2602 188 32 the the DET fis-2602 188 33 next next ADJ fis-2602 188 34 calculations calculation NOUN fis-2602 188 35 . . PUNCT fis-2602 189 1 as as ADV fis-2602 189 2 well well ADV fis-2602 189 3 , , PUNCT fis-2602 189 4 fig fig NOUN fis-2602 189 5 . . PUNCT fis-2602 190 1 4 4 NUM fis-2602 190 2 shows show VERB fis-2602 190 3 the the DET fis-2602 190 4 beta beta ADJ fis-2602 190 5 index index NOUN fis-2602 190 6 for for ADP fis-2602 190 7 all all DET fis-2602 190 8 types type NOUN fis-2602 190 9 of of ADP fis-2602 190 10 cross cross NOUN fis-2602 190 11 - - NOUN fis-2602 190 12 sections section NOUN fis-2602 190 13 for for ADP fis-2602 190 14 shear shear NOUN fis-2602 190 15 - - PUNCT fis-2602 190 16 torsion torsion NOUN fis-2602 190 17 combination combination NOUN fis-2602 190 18 . . PUNCT fis-2602 191 1 in in ADP fis-2602 191 2 this this DET fis-2602 191 3 combination combination NOUN fis-2602 191 4 , , PUNCT fis-2602 191 5 the the DET fis-2602 191 6 safety safety NOUN fis-2602 191 7 index index NOUN fis-2602 191 8 has have VERB fis-2602 191 9 higher high ADJ fis-2602 191 10 than than ADP fis-2602 191 11 the the DET fis-2602 191 12 individual individual ADJ fis-2602 191 13 actions action NOUN fis-2602 191 14 because because SCONJ fis-2602 191 15 of of ADP fis-2602 191 16 the the DET fis-2602 191 17 application application NOUN fis-2602 191 18 of of ADP fis-2602 191 19 strength strength NOUN fis-2602 191 20 reduction reduction NOUN fis-2602 191 21 and and CCONJ fis-2602 191 22 load load VERB fis-2602 191 23 resistance resistance NOUN fis-2602 191 24 factors factor NOUN fis-2602 191 25 in in ADP fis-2602 191 26 the the DET fis-2602 191 27 design design NOUN fis-2602 191 28 procedure procedure NOUN fis-2602 191 29 . . PUNCT fis-2602 192 1 after after ADP fis-2602 192 2 the the DET fis-2602 192 3 combined combined ADJ fis-2602 192 4 mode mode NOUN fis-2602 192 5 , , PUNCT fis-2602 192 6 the the DET fis-2602 192 7 designed design VERB fis-2602 192 8 beam beam NOUN fis-2602 192 9 for for ADP fis-2602 192 10 shear shear NOUN fis-2602 192 11 actions action NOUN fis-2602 192 12 , , PUNCT fis-2602 192 13 the the DET fis-2602 192 14 sections section NOUN fis-2602 192 15 have have VERB fis-2602 192 16 the the DET fis-2602 192 17 maximum maximum ADJ fis-2602 192 18 beta beta NOUN fis-2602 192 19 value value NOUN fis-2602 192 20 , , PUNCT fis-2602 192 21 and and CCONJ fis-2602 192 22 finally finally ADV fis-2602 192 23 , , PUNCT fis-2602 192 24 the the DET fis-2602 192 25 beta beta NOUN fis-2602 192 26 in in ADP fis-2602 192 27 the the DET fis-2602 192 28 torsional torsional ADJ fis-2602 192 29 design design NOUN fis-2602 192 30 of of ADP fis-2602 192 31 beams beam NOUN fis-2602 192 32 has have VERB fis-2602 192 33 the the DET fis-2602 192 34 lowest low ADJ fis-2602 192 35 value value NOUN fis-2602 192 36 , , PUNCT fis-2602 192 37 which which PRON fis-2602 192 38 is be AUX fis-2602 192 39 similar similar ADJ fis-2602 192 40 to to ADP fis-2602 192 41 the the DET fis-2602 192 42 results result NOUN fis-2602 192 43 of of ADP fis-2602 192 44 previous previous ADJ fis-2602 192 45 studies study NOUN fis-2602 192 46 [ [ X fis-2602 192 47 20,23 20,23 NUM fis-2602 192 48 ] ] PUNCT fis-2602 192 49 . . PUNCT fis-2602 193 1 however however ADV fis-2602 193 2 , , PUNCT fis-2602 193 3 the the DET fis-2602 193 4 safety safety NOUN fis-2602 193 5 indexes index NOUN fis-2602 193 6 range range NOUN fis-2602 193 7 is be AUX fis-2602 193 8 between between ADP fis-2602 193 9 2.65 2.65 NUM fis-2602 193 10 to to ADP fis-2602 193 11 3.35 3.35 NUM fis-2602 193 12 , , PUNCT fis-2602 193 13 and and CCONJ fis-2602 193 14 according accord VERB fis-2602 193 15 to to ADP fis-2602 193 16 the the DET fis-2602 193 17 suggestions suggestion NOUN fis-2602 193 18 of of ADP fis-2602 193 19 the the DET fis-2602 193 20 previous previous ADJ fis-2602 193 21 references reference NOUN fis-2602 193 22 , , PUNCT fis-2602 193 23 the the DET fis-2602 193 24 safety safety NOUN fis-2602 193 25 index index NOUN fis-2602 193 26 value value NOUN fis-2602 193 27 is be AUX fis-2602 193 28 suitable suitable ADJ fis-2602 193 29 for for ADP fis-2602 193 30 the the DET fis-2602 193 31 safe safe ADJ fis-2602 193 32 design design NOUN fis-2602 193 33 . . PUNCT fis-2602 194 1 t t PROPN fis-2602 194 2 f. f. PROPN fis-2602 194 3 jafari jafari PROPN fis-2602 194 4 et et PROPN fis-2602 194 5 alii alii PROPN fis-2602 194 6 , , PUNCT fis-2602 194 7 frattura frattura PROPN fis-2602 194 8 ed ed PROPN fis-2602 194 9 integrità integrità PROPN fis-2602 194 10 strutturale strutturale PROPN fis-2602 194 11 , , PUNCT fis-2602 194 12 51 51 NUM fis-2602 194 13 ( ( PUNCT fis-2602 194 14 2020 2020 NUM fis-2602 194 15 ) ) PUNCT fis-2602 194 16 136 136 NUM fis-2602 194 17 - - SYM fis-2602 194 18 150 150 NUM fis-2602 194 19 ; ; PUNCT fis-2602 194 20 doi doi NOUN fis-2602 194 21 : : PUNCT fis-2602 194 22 10.3221 10.3221 NUM fis-2602 194 23 / / SYM fis-2602 194 24 igf igf PROPN fis-2602 194 25 - - ADJ fis-2602 194 26 esis.51.11 esis.51.11 PROPN fis-2602 194 27 142 142 NUM fis-2602 194 28 figure figure NOUN fis-2602 194 29 3 3 NUM fis-2602 194 30 : : PUNCT fis-2602 194 31 aci aci PROPN fis-2602 194 32 beta beta ADJ fis-2602 194 33 index index NOUN fis-2602 194 34 for for ADP fis-2602 194 35 shear shear NOUN fis-2602 194 36 - - PUNCT fis-2602 194 37 torsion torsion NOUN fis-2602 194 38 for for ADP fis-2602 194 39 different different ADJ fis-2602 194 40 monte monte PROPN fis-2602 194 41 carlo carlo PROPN fis-2602 194 42 cycles cycle NOUN fis-2602 194 43 figure figure VERB fis-2602 194 44 4 4 NUM fis-2602 194 45 : : PUNCT fis-2602 194 46 aci aci PROPN fis-2602 194 47 beta beta ADJ fis-2602 194 48 index index NOUN fis-2602 194 49 for for ADP fis-2602 194 50 shear shear NOUN fis-2602 194 51 - - PUNCT fis-2602 194 52 torsion torsion NOUN fis-2602 194 53 combination combination NOUN fis-2602 194 54 . . PUNCT fis-2602 195 1 aci aci PROPN fis-2602 195 2 safety safety PROPN fis-2602 195 3 surface surface NOUN fis-2602 195 4 for for ADP fis-2602 195 5 bending bend VERB fis-2602 195 6 - - PUNCT fis-2602 195 7 torsion torsion NOUN fis-2602 195 8 in in ADP fis-2602 195 9 this this DET fis-2602 195 10 section section NOUN fis-2602 195 11 , , PUNCT fis-2602 195 12 the the DET fis-2602 195 13 equations equation NOUN fis-2602 195 14 presented present VERB fis-2602 195 15 in in ADP fis-2602 195 16 section section NOUN fis-2602 195 17 2 2 NUM fis-2602 195 18 - - SYM fis-2602 195 19 3 3 NUM fis-2602 195 20 are be AUX fis-2602 195 21 employed employ VERB fis-2602 195 22 and and CCONJ fis-2602 195 23 the the DET fis-2602 195 24 aci aci PROPN fis-2602 195 25 safety safety PROPN fis-2602 195 26 index index NOUN fis-2602 195 27 is be AUX fis-2602 195 28 calculated calculate VERB fis-2602 195 29 for for ADP fis-2602 195 30 bending bend VERB fis-2602 195 31 and and CCONJ fis-2602 195 32 torsion torsion NOUN fis-2602 195 33 states state NOUN fis-2602 195 34 . . PUNCT fis-2602 196 1 fig fig NOUN fis-2602 196 2 . . PUNCT fis-2602 197 1 5 5 NUM fis-2602 197 2 shows show VERB fis-2602 197 3 the the DET fis-2602 197 4 beta beta ADJ fis-2602 197 5 index index NOUN fis-2602 197 6 for for ADP fis-2602 197 7 bending bending NOUN fis-2602 197 8 and and CCONJ fis-2602 197 9 torsion torsion NOUN fis-2602 197 10 state state NOUN fis-2602 197 11 for for ADP fis-2602 197 12 three three NUM fis-2602 197 13 studied study VERB fis-2602 197 14 cross cross NOUN fis-2602 197 15 - - NOUN fis-2602 197 16 sections section NOUN fis-2602 197 17 . . PUNCT fis-2602 198 1 the the DET fis-2602 198 2 standard standard ADJ fis-2602 198 3 surface surface NOUN fis-2602 198 4 of of ADP fis-2602 198 5 aci aci PROPN fis-2602 198 6 for for ADP fis-2602 198 7 torsion torsion NOUN fis-2602 198 8 is be AUX fis-2602 198 9 from from ADP fis-2602 198 10 2.50 2.50 NUM fis-2602 198 11 to to ADP fis-2602 198 12 3.20 3.20 NUM fis-2602 198 13 and and CCONJ fis-2602 198 14 the the DET fis-2602 198 15 standard standard ADJ fis-2602 198 16 surface surface NOUN fis-2602 198 17 of of ADP fis-2602 198 18 aci aci PROPN fis-2602 198 19 concrete concrete PROPN fis-2602 198 20 for for ADP fis-2602 198 21 bending bend VERB fis-2602 198 22 is be AUX fis-2602 198 23 between between ADP fis-2602 198 24 2.50 2.50 NUM fis-2602 198 25 4.15 4.15 NUM fis-2602 198 26 . . PUNCT fis-2602 199 1 the the DET fis-2602 199 2 standard standard ADJ fis-2602 199 3 surface surface NOUN fis-2602 199 4 of of ADP fis-2602 199 5 aci aci PROPN fis-2602 199 6 concrete concrete PROPN fis-2602 199 7 for for ADP fis-2602 199 8 bending bending NOUN fis-2602 199 9 and and CCONJ fis-2602 199 10 torsion torsion NOUN fis-2602 199 11 is be AUX fis-2602 199 12 between between ADP fis-2602 199 13 the the DET fis-2602 199 14 values value NOUN fis-2602 199 15 of of ADP fis-2602 199 16 bending bending NOUN fis-2602 199 17 and and CCONJ fis-2602 199 18 torsion torsion NOUN fis-2602 199 19 and and CCONJ fis-2602 199 20 it it PRON fis-2602 199 21 is be AUX fis-2602 199 22 close close ADJ fis-2602 199 23 to to ADP fis-2602 199 24 bending bend VERB fis-2602 199 25 state state NOUN fis-2602 199 26 , , PUNCT fis-2602 199 27 and and CCONJ fis-2602 199 28 the the DET fis-2602 199 29 average average ADJ fis-2602 199 30 value value NOUN fis-2602 199 31 is be AUX fis-2602 199 32 3.70 3.70 NUM fis-2602 199 33 for for ADP fis-2602 199 34 bending bend VERB fis-2602 199 35 - - PUNCT fis-2602 199 36 torsion torsion NOUN fis-2602 199 37 . . PUNCT fis-2602 200 1 the the DET fis-2602 200 2 maximum maximum ADJ fis-2602 200 3 value value NOUN fis-2602 200 4 of of ADP fis-2602 200 5 the the DET fis-2602 200 6 safety safety NOUN fis-2602 200 7 index index NOUN fis-2602 200 8 for for ADP fis-2602 200 9 the the DET fis-2602 200 10 combination combination NOUN fis-2602 200 11 of of ADP fis-2602 200 12 torsion torsion NOUN fis-2602 200 13 - - PUNCT fis-2602 200 14 bending bending NOUN fis-2602 200 15 occurs occur VERB fis-2602 200 16 at at ADP fis-2602 200 17 t= t= PROPN fis-2602 200 18 0.6 0.6 NUM fis-2602 200 19 . . PUNCT fis-2602 201 1 f. f. PROPN fis-2602 201 2 jafari jafari PROPN fis-2602 201 3 et et PROPN fis-2602 201 4 alii alii PROPN fis-2602 201 5 , , PUNCT fis-2602 201 6 frattura frattura PROPN fis-2602 201 7 ed ed PROPN fis-2602 201 8 integrità integrità PROPN fis-2602 201 9 strutturale strutturale PROPN fis-2602 201 10 , , PUNCT fis-2602 201 11 51 51 NUM fis-2602 201 12 ( ( PUNCT fis-2602 201 13 2020 2020 NUM fis-2602 201 14 ) ) PUNCT fis-2602 201 15 136 136 NUM fis-2602 201 16 - - SYM fis-2602 201 17 150 150 NUM fis-2602 201 18 ; ; PUNCT fis-2602 201 19 doi doi NOUN fis-2602 201 20 : : PUNCT fis-2602 201 21 10.3221 10.3221 NUM fis-2602 201 22 / / SYM fis-2602 201 23 igf igf PROPN fis-2602 201 24 - - ADJ fis-2602 201 25 esis.51.11 esis.51.11 ADJ fis-2602 201 26 143 143 NUM fis-2602 201 27 figure figure NOUN fis-2602 201 28 5 5 NUM fis-2602 201 29 : : PUNCT fis-2602 201 30 aci aci PROPN fis-2602 201 31 beta beta ADJ fis-2602 201 32 index index NOUN fis-2602 201 33 for for ADP fis-2602 201 34 torsion torsion NOUN fis-2602 201 35 - - PUNCT fis-2602 201 36 bending bending NOUN fis-2602 201 37 . . PUNCT fis-2602 202 1 figure figure NOUN fis-2602 202 2 6 6 NUM fis-2602 202 3 : : PUNCT fis-2602 202 4 aci aci PROPN fis-2602 202 5 beta beta ADJ fis-2602 202 6 index index NOUN fis-2602 202 7 for for ADP fis-2602 202 8 bending bend VERB fis-2602 202 9 - - PUNCT fis-2602 202 10 shear shear NOUN fis-2602 202 11 . . PUNCT fis-2602 203 1 aci aci PROPN fis-2602 203 2 safety safety PROPN fis-2602 203 3 surface surface NOUN fis-2602 203 4 for for ADP fis-2602 203 5 bending bend VERB fis-2602 203 6 - - PUNCT fis-2602 203 7 shear shear NOUN fis-2602 203 8 fig fig NOUN fis-2602 203 9 . . PUNCT fis-2602 204 1 6 6 NUM fis-2602 204 2 shows show VERB fis-2602 204 3 the the DET fis-2602 204 4 standard standard ADJ fis-2602 204 5 safety safety NOUN fis-2602 204 6 surface surface NOUN fis-2602 204 7 of of ADP fis-2602 204 8 aci aci PROPN fis-2602 204 9 concrete concrete PROPN fis-2602 204 10 for for ADP fis-2602 204 11 shear shear NOUN fis-2602 204 12 and and CCONJ fis-2602 204 13 bending bending NOUN fis-2602 204 14 . . PUNCT fis-2602 205 1 the the DET fis-2602 205 2 aci aci PROPN fis-2602 205 3 standard standard PROPN fis-2602 205 4 surface surface PROPN fis-2602 205 5 for for ADP fis-2602 205 6 combination combination NOUN fis-2602 205 7 states state NOUN fis-2602 205 8 ( ( PUNCT fis-2602 205 9 shear shear NOUN fis-2602 205 10 and and CCONJ fis-2602 205 11 bending bending NOUN fis-2602 205 12 ) ) PUNCT fis-2602 205 13 is be AUX fis-2602 205 14 close close ADJ fis-2602 205 15 to to ADP fis-2602 205 16 the the DET fis-2602 205 17 shear shear NOUN fis-2602 205 18 state state NOUN fis-2602 205 19 . . PUNCT fis-2602 206 1 aci aci PROPN fis-2602 206 2 safety safety PROPN fis-2602 206 3 surface surface NOUN fis-2602 206 4 for for ADP fis-2602 206 5 bending bend VERB fis-2602 206 6 - - PUNCT fis-2602 206 7 sheartorsion sheartorsion NOUN fis-2602 206 8 the the DET fis-2602 206 9 combination combination NOUN fis-2602 206 10 of of ADP fis-2602 206 11 shear shear NOUN fis-2602 206 12 , , PUNCT fis-2602 206 13 bending bending NOUN fis-2602 206 14 and and CCONJ fis-2602 206 15 torsional torsional ADJ fis-2602 206 16 states state NOUN fis-2602 206 17 is be AUX fis-2602 206 18 carried carry VERB fis-2602 206 19 - - PUNCT fis-2602 206 20 out out ADP fis-2602 206 21 using use VERB fis-2602 206 22 eqn eqn NOUN fis-2602 206 23 . . PUNCT fis-2602 207 1 13 13 NUM fis-2602 207 2 . . PUNCT fis-2602 208 1 graph graph NOUN fis-2602 208 2 7 7 NUM fis-2602 208 3 shows show VERB fis-2602 208 4 the the DET fis-2602 208 5 safety safety NOUN fis-2602 208 6 index index NOUN fis-2602 208 7 for for ADP fis-2602 208 8 the the DET fis-2602 208 9 three three NUM fis-2602 208 10 combination combination NOUN fis-2602 208 11 states state NOUN fis-2602 208 12 . . PUNCT fis-2602 209 1 according accord VERB fis-2602 209 2 to to ADP fis-2602 209 3 this this DET fis-2602 209 4 figure figure NOUN fis-2602 209 5 , , PUNCT fis-2602 209 6 the the DET fis-2602 209 7 aci aci PROPN fis-2602 209 8 beta beta NOUN fis-2602 209 9 indexes index NOUN fis-2602 209 10 for for ADP fis-2602 209 11 l l NOUN fis-2602 209 12 , , PUNCT fis-2602 209 13 rectangular rectangular ADJ fis-2602 209 14 , , PUNCT fis-2602 209 15 and and CCONJ fis-2602 209 16 l l NOUN fis-2602 209 17 cross cros NOUN fis-2602 209 18 - - NOUN fis-2602 209 19 sections section NOUN fis-2602 209 20 are be AUX fis-2602 209 21 4.05 4.05 NUM fis-2602 209 22 , , PUNCT fis-2602 209 23 f. f. PROPN fis-2602 209 24 jafari jafari PROPN fis-2602 209 25 et et PROPN fis-2602 209 26 alii alii PROPN fis-2602 209 27 , , PUNCT fis-2602 209 28 frattura frattura PROPN fis-2602 209 29 ed ed PROPN fis-2602 209 30 integrità integrità PROPN fis-2602 209 31 strutturale strutturale PROPN fis-2602 209 32 , , PUNCT fis-2602 209 33 51 51 NUM fis-2602 209 34 ( ( PUNCT fis-2602 209 35 2020 2020 NUM fis-2602 209 36 ) ) PUNCT fis-2602 209 37 136 136 NUM fis-2602 209 38 - - SYM fis-2602 209 39 150 150 NUM fis-2602 209 40 ; ; PUNCT fis-2602 209 41 doi doi NOUN fis-2602 209 42 : : PUNCT fis-2602 209 43 10.3221 10.3221 NUM fis-2602 209 44 / / SYM fis-2602 209 45 igf igf PROPN fis-2602 209 46 - - ADJ fis-2602 209 47 esis.51.11 esis.51.11 PROPN fis-2602 209 48 144 144 NUM fis-2602 209 49 3.91 3.91 NUM fis-2602 209 50 and and CCONJ fis-2602 209 51 3.13 3.13 NUM fis-2602 209 52 , , PUNCT fis-2602 209 53 respectively respectively ADV fis-2602 209 54 . . PUNCT fis-2602 210 1 the the DET fis-2602 210 2 maximum maximum ADJ fis-2602 210 3 beta beta NOUN fis-2602 210 4 value value NOUN fis-2602 210 5 corresponds correspond VERB fis-2602 210 6 to to ADP fis-2602 210 7 t t NOUN fis-2602 210 8 = = SYM fis-2602 210 9 0.5 0.5 NUM fis-2602 210 10 and and CCONJ fis-2602 210 11 afterward afterward ADV fis-2602 210 12 , , PUNCT fis-2602 210 13 the the DET fis-2602 210 14 safety safety NOUN fis-2602 210 15 index index NOUN fis-2602 210 16 is be AUX fis-2602 210 17 decreased decrease VERB fis-2602 210 18 due due ADP fis-2602 210 19 to to ADP fis-2602 210 20 the the DET fis-2602 210 21 decreasing decreasing NOUN fis-2602 210 22 of of ADP fis-2602 210 23 the the DET fis-2602 210 24 live live ADJ fis-2602 210 25 load load NOUN fis-2602 210 26 and and CCONJ fis-2602 210 27 the the DET fis-2602 210 28 impact impact NOUN fis-2602 210 29 of of ADP fis-2602 210 30 the the DET fis-2602 210 31 live live ADJ fis-2602 210 32 load load NOUN fis-2602 210 33 coefficient coefficient NOUN fis-2602 210 34 . . PUNCT fis-2602 211 1 the the DET fis-2602 211 2 variations variation NOUN fis-2602 211 3 of of ADP fis-2602 211 4 the the DET fis-2602 211 5 safety safety NOUN fis-2602 211 6 index index NOUN fis-2602 211 7 in in ADP fis-2602 211 8 the the DET fis-2602 211 9 tshaped tshape VERB fis-2602 211 10 cross cross NOUN fis-2602 211 11 - - NOUN fis-2602 211 12 sections section NOUN fis-2602 211 13 are be AUX fis-2602 211 14 higher high ADJ fis-2602 211 15 than than ADP fis-2602 211 16 the the DET fis-2602 211 17 other other ADJ fis-2602 211 18 ones one NOUN fis-2602 211 19 , , PUNCT fis-2602 211 20 and and CCONJ fis-2602 211 21 the the DET fis-2602 211 22 maximum maximum PROPN fis-2602 211 23 safety safety NOUN fis-2602 211 24 index index NOUN fis-2602 211 25 is be AUX fis-2602 211 26 obtained obtain VERB fis-2602 211 27 for for ADP fis-2602 211 28 the the DET fis-2602 211 29 slab slab NOUN fis-2602 211 30 - - PUNCT fis-2602 211 31 shaped shape VERB fis-2602 211 32 sections section NOUN fis-2602 211 33 . . PUNCT fis-2602 212 1 figure figure VERB fis-2602 212 2 7 7 NUM fis-2602 212 3 : : PUNCT fis-2602 212 4 aci aci PROPN fis-2602 212 5 beta beta ADJ fis-2602 212 6 index index NOUN fis-2602 212 7 for for ADP fis-2602 212 8 shear shear NOUN fis-2602 212 9 - - PUNCT fis-2602 212 10 bending bend VERB fis-2602 212 11 -torsion -torsion NOUN fis-2602 212 12 estimation estimation NOUN fis-2602 212 13 of of ADP fis-2602 212 14 the the DET fis-2602 212 15 standard standard ADJ fis-2602 212 16 safety safety NOUN fis-2602 212 17 factors factor NOUN fis-2602 212 18 for for ADP fis-2602 212 19 limit limit NOUN fis-2602 212 20 states state NOUN fis-2602 212 21 ( ( PUNCT fis-2602 212 22 shear shear ADJ fis-2602 212 23 - - PUNCT fis-2602 212 24 torsion torsion NOUN fis-2602 212 25 - - PUNCT fis-2602 212 26 bending bending NOUN fis-2602 212 27 ) ) PUNCT fis-2602 212 28 in in ADP fis-2602 212 29 this this DET fis-2602 212 30 section section NOUN fis-2602 212 31 , , PUNCT fis-2602 212 32 the the DET fis-2602 212 33 values value NOUN fis-2602 212 34 of of ADP fis-2602 212 35 load load NOUN fis-2602 212 36 resistance resistance NOUN fis-2602 212 37 and and CCONJ fis-2602 212 38 strength strength NOUN fis-2602 212 39 reduction reduction NOUN fis-2602 212 40 factors factor NOUN fis-2602 212 41 are be AUX fis-2602 212 42 estimated estimate VERB fis-2602 212 43 , , PUNCT fis-2602 212 44 and and CCONJ fis-2602 212 45 for for ADP fis-2602 212 46 them they PRON fis-2602 212 47 , , PUNCT fis-2602 212 48 wide wide ADJ fis-2602 212 49 ranges range NOUN fis-2602 212 50 are be AUX fis-2602 212 51 proposed propose VERB fis-2602 212 52 . . PUNCT fis-2602 213 1 then then ADV fis-2602 213 2 , , PUNCT fis-2602 213 3 based base VERB fis-2602 213 4 on on ADP fis-2602 213 5 these these DET fis-2602 213 6 ranges range NOUN fis-2602 213 7 the the DET fis-2602 213 8 safe safe ADJ fis-2602 213 9 design design NOUN fis-2602 213 10 of of ADP fis-2602 213 11 the the DET fis-2602 213 12 studied study VERB fis-2602 213 13 beams beam NOUN fis-2602 213 14 is be AUX fis-2602 213 15 conducted conduct VERB fis-2602 213 16 without without ADP fis-2602 213 17 using use VERB fis-2602 213 18 constant constant ADJ fis-2602 213 19 standard standard ADJ fis-2602 213 20 code code NOUN fis-2602 213 21 coefficients coefficient NOUN fis-2602 213 22 . . PUNCT fis-2602 214 1 therefore therefore ADV fis-2602 214 2 , , PUNCT fis-2602 214 3 the the DET fis-2602 214 4 presented present VERB fis-2602 214 5 procedure procedure NOUN fis-2602 214 6 could could AUX fis-2602 214 7 be be AUX fis-2602 214 8 implemented implement VERB fis-2602 214 9 for for ADP fis-2602 214 10 all all DET fis-2602 214 11 standards standard NOUN fis-2602 214 12 . . PUNCT fis-2602 215 1 however however ADV fis-2602 215 2 , , PUNCT fis-2602 215 3 to to PART fis-2602 215 4 show show VERB fis-2602 215 5 the the DET fis-2602 215 6 validation validation NOUN fis-2602 215 7 of of ADP fis-2602 215 8 the the DET fis-2602 215 9 proposed propose VERB fis-2602 215 10 method method NOUN fis-2602 215 11 , , PUNCT fis-2602 215 12 the the DET fis-2602 215 13 estimations estimation NOUN fis-2602 215 14 are be AUX fis-2602 215 15 based base VERB fis-2602 215 16 on on ADP fis-2602 215 17 the the DET fis-2602 215 18 aci aci PROPN fis-2602 215 19 code code PROPN fis-2602 215 20 . . PUNCT fis-2602 216 1 to to PART fis-2602 216 2 obtain obtain VERB fis-2602 216 3 the the DET fis-2602 216 4 safety safety NOUN fis-2602 216 5 index index NOUN fis-2602 216 6 , , PUNCT fis-2602 216 7 firstly firstly ADV fis-2602 216 8 , , PUNCT fis-2602 216 9 a a DET fis-2602 216 10 wide wide ADJ fis-2602 216 11 range range NOUN fis-2602 216 12 of of ADP fis-2602 216 13 strength strength NOUN fis-2602 216 14 reduction reduction NOUN fis-2602 216 15 factors factor NOUN fis-2602 216 16 were be AUX fis-2602 216 17 considered consider VERB fis-2602 216 18 and and CCONJ fis-2602 216 19 entered enter VERB fis-2602 216 20 into into ADP fis-2602 216 21 the the DET fis-2602 216 22 developed develop VERB fis-2602 216 23 matlab matlab PROPN fis-2602 216 24 code code NOUN fis-2602 216 25 as as ADP fis-2602 216 26 an an DET fis-2602 216 27 input input NOUN fis-2602 216 28 variable variable NOUN fis-2602 216 29 . . PUNCT fis-2602 217 1 next next ADV fis-2602 217 2 , , PUNCT fis-2602 217 3 the the DET fis-2602 217 4 limit limit NOUN fis-2602 217 5 state state NOUN fis-2602 217 6 equations equation NOUN fis-2602 217 7 in in ADP fis-2602 217 8 aci aci PROPN fis-2602 217 9 standard standard PROPN fis-2602 217 10 were be AUX fis-2602 217 11 used use VERB fis-2602 217 12 , , PUNCT fis-2602 217 13 and and CCONJ fis-2602 217 14 safety safety NOUN fis-2602 217 15 indexes index NOUN fis-2602 217 16 were be AUX fis-2602 217 17 calculated calculate VERB fis-2602 217 18 . . PUNCT fis-2602 218 1 figs fig NOUN fis-2602 218 2 . . PUNCT fis-2602 218 3 8 8 NUM fis-2602 218 4 to to PART fis-2602 218 5 10 10 NUM fis-2602 218 6 show show VERB fis-2602 218 7 the the DET fis-2602 218 8 coefficients coefficient NOUN fis-2602 218 9 obtained obtain VERB fis-2602 218 10 from from ADP fis-2602 218 11 monte monte PROPN fis-2602 218 12 carlo carlo PROPN fis-2602 218 13 simulation simulation PROPN fis-2602 218 14 and and CCONJ fis-2602 218 15 the the DET fis-2602 218 16 beta beta ADJ fis-2602 218 17 index index NOUN fis-2602 218 18 . . PUNCT fis-2602 219 1 the the DET fis-2602 219 2 reduction reduction NOUN fis-2602 219 3 factors factor NOUN fis-2602 219 4 have have VERB fis-2602 219 5 a a DET fis-2602 219 6 significant significant ADJ fis-2602 219 7 influence influence NOUN fis-2602 219 8 on on ADP fis-2602 219 9 the the DET fis-2602 219 10 beta beta ADJ fis-2602 219 11 indexes index NOUN fis-2602 219 12 . . PUNCT fis-2602 220 1 tab tab NOUN fis-2602 220 2 . . PUNCT fis-2602 220 3 3 3 NUM fis-2602 220 4 shows show VERB fis-2602 220 5 factors factor NOUN fis-2602 220 6 for for ADP fis-2602 220 7 ( ( PUNCT fis-2602 220 8 dead dead ADJ fis-2602 220 9 load load NOUN fis-2602 220 10 , , PUNCT fis-2602 220 11 live live ADJ fis-2602 220 12 load load NOUN fis-2602 220 13 , , PUNCT fis-2602 220 14 and and CCONJ fis-2602 220 15 resistance resistance NOUN fis-2602 220 16 reduction reduction NOUN fis-2602 220 17 factors factor NOUN fis-2602 220 18 ) ) PUNCT fis-2602 220 19 that that PRON fis-2602 220 20 have have AUX fis-2602 220 21 been be AUX fis-2602 220 22 assumed assume VERB fis-2602 220 23 for for ADP fis-2602 220 24 the the DET fis-2602 220 25 calculated calculate VERB fis-2602 220 26 beta beta NOUN fis-2602 220 27 index index NOUN fis-2602 220 28 . . PUNCT fis-2602 221 1 in in ADP fis-2602 221 2 this this DET fis-2602 221 3 research research NOUN fis-2602 221 4 for for ADP fis-2602 221 5 calculating calculate VERB fis-2602 221 6 the the DET fis-2602 221 7 beta beta ADJ fis-2602 221 8 indexes index NOUN fis-2602 221 9 , , PUNCT fis-2602 221 10 eleven eleven NUM fis-2602 221 11 groups group NOUN fis-2602 221 12 of of ADP fis-2602 221 13 factors factor NOUN fis-2602 221 14 were be AUX fis-2602 221 15 used use VERB fis-2602 221 16 . . PUNCT fis-2602 222 1 group group NOUN fis-2602 222 2 factor factor NOUN fis-2602 222 3 1 1 NUM fis-2602 222 4 2 2 NUM fis-2602 222 5 3 3 NUM fis-2602 222 6 4 4 NUM fis-2602 222 7 5 5 NUM fis-2602 222 8 6 6 NUM fis-2602 222 9 7 7 NUM fis-2602 222 10 8 8 NUM fis-2602 222 11 9 9 NUM fis-2602 222 12 10 10 NUM fis-2602 222 13 11 11 NUM fis-2602 222 14 live live ADJ fis-2602 222 15 load load NOUN fis-2602 222 16 resistance resistance NOUN fis-2602 222 17 factor factor NOUN fis-2602 222 18 ( ( PUNCT fis-2602 222 19 𝜸𝑳 𝜸𝑳 PROPN fis-2602 222 20 1.40 1.40 NUM fis-2602 222 21 1.42 1.42 NUM fis-2602 222 22 1.44 1.44 NUM fis-2602 222 23 1.46 1.46 NUM fis-2602 222 24 1.48 1.48 NUM fis-2602 222 25 1.50 1.50 NUM fis-2602 222 26 1.52 1.52 NUM fis-2602 222 27 1.54 1.54 NUM fis-2602 222 28 1.56 1.56 NUM fis-2602 222 29 1.58 1.58 NUM fis-2602 222 30 1.60 1.60 NUM fis-2602 222 31 dead dead ADJ fis-2602 222 32 load load NOUN fis-2602 222 33 resistance resistance NOUN fis-2602 222 34 factor factor NOUN fis-2602 222 35 ( ( PUNCT fis-2602 222 36 𝜸𝑫 𝜸𝑫 PROPN fis-2602 222 37 1.00 1.00 NUM fis-2602 222 38 1.02 1.02 NUM fis-2602 222 39 1.04 1.04 NUM fis-2602 222 40 1.06 1.06 NUM fis-2602 222 41 1.08 1.08 NUM fis-2602 222 42 1.10 1.10 NUM fis-2602 222 43 1.12 1.12 NUM fis-2602 222 44 1.14 1.14 NUM fis-2602 222 45 1.16 1.16 NUM fis-2602 222 46 1.18 1.18 NUM fis-2602 222 47 1.20 1.20 NUM fis-2602 222 48 strength strength NOUN fis-2602 222 49 reduction reduction NOUN fis-2602 222 50 factors(∅ factors(∅ NOUN fis-2602 222 51 ) ) PUNCT fis-2602 222 52 0.70 0.70 NUM fis-2602 222 53 0.72 0.72 NUM fis-2602 222 54 0.74 0.74 NUM fis-2602 222 55 0.76 0.76 NUM fis-2602 222 56 0.78 0.78 NUM fis-2602 222 57 0.80 0.80 NUM fis-2602 222 58 0.82 0.82 NUM fis-2602 222 59 0.84 0.84 NUM fis-2602 222 60 0.86 0.86 NUM fis-2602 222 61 0.88 0.88 NUM fis-2602 222 62 0.90 0.90 NUM fis-2602 222 63 table table NOUN fis-2602 222 64 3 3 NUM fis-2602 222 65 : : PUNCT fis-2602 222 66 load load NOUN fis-2602 222 67 and and CCONJ fis-2602 222 68 resistance resistance NOUN fis-2602 222 69 factors factor NOUN fis-2602 222 70 for for ADP fis-2602 222 71 calculating calculate VERB fis-2602 222 72 the the DET fis-2602 222 73 beta beta ADJ fis-2602 222 74 indexes index NOUN fis-2602 222 75 . . PUNCT fis-2602 223 1 f. f. PROPN fis-2602 223 2 jafari jafari PROPN fis-2602 223 3 et et PROPN fis-2602 223 4 alii alii PROPN fis-2602 223 5 , , PUNCT fis-2602 223 6 frattura frattura PROPN fis-2602 223 7 ed ed PROPN fis-2602 223 8 integrità integrità PROPN fis-2602 223 9 strutturale strutturale PROPN fis-2602 223 10 , , PUNCT fis-2602 223 11 51 51 NUM fis-2602 223 12 ( ( PUNCT fis-2602 223 13 2020 2020 NUM fis-2602 223 14 ) ) PUNCT fis-2602 223 15 136 136 NUM fis-2602 223 16 - - SYM fis-2602 223 17 150 150 NUM fis-2602 223 18 ; ; PUNCT fis-2602 223 19 doi doi NOUN fis-2602 223 20 : : PUNCT fis-2602 223 21 10.3221 10.3221 NUM fis-2602 223 22 / / SYM fis-2602 223 23 igf igf PROPN fis-2602 223 24 - - ADJ fis-2602 223 25 esis.51.11 esis.51.11 PROPN fis-2602 223 26 145 145 NUM fis-2602 223 27 fig fig NOUN fis-2602 223 28 . . PUNCT fis-2602 224 1 8 8 NUM fis-2602 224 2 shows show VERB fis-2602 224 3 the the DET fis-2602 224 4 maximum maximum PROPN fis-2602 224 5 beta beta NOUN fis-2602 224 6 index index NOUN fis-2602 224 7 corresponds correspond VERB fis-2602 224 8 to to ADP fis-2602 224 9 t t NOUN fis-2602 224 10 = = NOUN fis-2602 224 11 0.40 0.40 NUM fis-2602 224 12 and and CCONJ fis-2602 224 13 0.50 0.50 NUM fis-2602 224 14 . . PUNCT fis-2602 225 1 for for ADP fis-2602 225 2 all all DET fis-2602 225 3 values value NOUN fis-2602 225 4 of of ADP fis-2602 225 5 t t NOUN fis-2602 225 6 and and CCONJ fis-2602 225 7 load load VERB fis-2602 225 8 resistance resistance NOUN fis-2602 225 9 factors factor NOUN fis-2602 225 10 , , PUNCT fis-2602 225 11 the the DET fis-2602 225 12 safety safety NOUN fis-2602 225 13 indexes index NOUN fis-2602 225 14 are be AUX fis-2602 225 15 between between ADP fis-2602 225 16 3.55 3.55 NUM fis-2602 225 17 to to ADP fis-2602 225 18 4.65 4.65 NUM fis-2602 225 19 . . PUNCT fis-2602 226 1 as as ADV fis-2602 226 2 well well ADV fis-2602 226 3 , , PUNCT fis-2602 226 4 the the DET fis-2602 226 5 safety safety NOUN fis-2602 226 6 index index NOUN fis-2602 226 7 is be AUX fis-2602 226 8 decreased decrease VERB fis-2602 226 9 due due ADP fis-2602 226 10 to to ADP fis-2602 226 11 the the DET fis-2602 226 12 reduction reduction NOUN fis-2602 226 13 of of ADP fis-2602 226 14 the the DET fis-2602 226 15 live live ADJ fis-2602 226 16 load load NOUN fis-2602 226 17 effect effect NOUN fis-2602 226 18 or or CCONJ fis-2602 226 19 increasing increase VERB fis-2602 226 20 of of ADP fis-2602 226 21 t t NOUN fis-2602 226 22 values value NOUN fis-2602 226 23 . . PUNCT fis-2602 227 1 furthermore furthermore ADV fis-2602 227 2 , , PUNCT fis-2602 227 3 the the DET fis-2602 227 4 indexes index NOUN fis-2602 227 5 are be AUX fis-2602 227 6 reduced reduce VERB fis-2602 227 7 by by ADP fis-2602 227 8 increasing increase VERB fis-2602 227 9 the the DET fis-2602 227 10 load load NOUN fis-2602 227 11 and and CCONJ fis-2602 227 12 resistance resistance NOUN fis-2602 227 13 factor factor NOUN fis-2602 227 14 by by ADP fis-2602 227 15 a a DET fis-2602 227 16 mild mild ADJ fis-2602 227 17 slope slope NOUN fis-2602 227 18 . . PUNCT fis-2602 228 1 as as ADP fis-2602 228 2 a a DET fis-2602 228 3 result result NOUN fis-2602 228 4 , , PUNCT fis-2602 228 5 for for ADP fis-2602 228 6 rectangular rectangular ADJ fis-2602 228 7 type type NOUN fis-2602 228 8 cross cross NOUN fis-2602 228 9 - - NOUN fis-2602 228 10 section section NOUN fis-2602 228 11 , , PUNCT fis-2602 228 12 the the DET fis-2602 228 13 variations variation NOUN fis-2602 228 14 of of ADP fis-2602 228 15 the the DET fis-2602 228 16 safety safety NOUN fis-2602 228 17 indexes index NOUN fis-2602 228 18 are be AUX fis-2602 228 19 more more ADV fis-2602 228 20 dependent dependent ADJ fis-2602 228 21 on on ADP fis-2602 228 22 the the DET fis-2602 228 23 values value NOUN fis-2602 228 24 of of ADP fis-2602 228 25     SPACE fis-2602 228 26 , , PUNCT fis-2602 228 27     SPACE fis-2602 228 28 , , PUNCT fis-2602 228 29 l l PROPN fis-2602 228 30 d d X fis-2602 228 31 c c PROPN fis-2602 228 32   NUM fis-2602 228 33   PROPN fis-2602 228 34 . . PUNCT fis-2602 229 1 figure figure VERB fis-2602 229 2 8 8 NUM fis-2602 229 3 : : PUNCT fis-2602 229 4 prediction prediction NOUN fis-2602 229 5 of of ADP fis-2602 229 6 load load NOUN fis-2602 229 7 and and CCONJ fis-2602 229 8 resistance resistance NOUN fis-2602 229 9 factors factor NOUN fis-2602 229 10 for for ADP fis-2602 229 11 the the DET fis-2602 229 12 rectangular rectangular ADJ fis-2602 229 13 beam beam NOUN fis-2602 229 14 in in ADP fis-2602 229 15 combined combine VERB fis-2602 229 16 state state NOUN fis-2602 229 17 as as SCONJ fis-2602 229 18 seen see VERB fis-2602 229 19 from from ADP fis-2602 229 20 fig fig NOUN fis-2602 229 21 . . PUNCT fis-2602 230 1 9 9 NUM fis-2602 230 2 the the DET fis-2602 230 3 maximum maximum ADJ fis-2602 230 4 beta beta NOUN fis-2602 230 5 index index NOUN fis-2602 230 6 corresponds correspond VERB fis-2602 230 7 to to ADP fis-2602 230 8 t t NOUN fis-2602 230 9 = = NOUN fis-2602 230 10 0.40 0.40 NUM fis-2602 230 11 and and CCONJ fis-2602 230 12 0.50 0.50 NUM fis-2602 230 13 . . PUNCT fis-2602 231 1 for for ADP fis-2602 231 2 all all DET fis-2602 231 3 values value NOUN fis-2602 231 4 of of ADP fis-2602 231 5 t t NOUN fis-2602 231 6 and and CCONJ fis-2602 231 7 load load VERB fis-2602 231 8 resistance resistance NOUN fis-2602 231 9 factors factor NOUN fis-2602 231 10 , , PUNCT fis-2602 231 11 the the DET fis-2602 231 12 safety safety NOUN fis-2602 231 13 indexes index NOUN fis-2602 231 14 are be AUX fis-2602 231 15 between between ADP fis-2602 231 16 3.15 3.15 NUM fis-2602 231 17 to to ADP fis-2602 231 18 4.00 4.00 NUM fis-2602 231 19 , , PUNCT fis-2602 231 20 which which PRON fis-2602 231 21 there there PRON fis-2602 231 22 are be VERB fis-2602 231 23 less less ADJ fis-2602 231 24 than than ADP fis-2602 231 25 indexes index NOUN fis-2602 231 26 for for ADP fis-2602 231 27 rectangular rectangular ADJ fis-2602 231 28 cross cross NOUN fis-2602 231 29 - - NOUN fis-2602 231 30 section section NOUN fis-2602 231 31 . . PUNCT fis-2602 232 1 as as ADV fis-2602 232 2 well well ADV fis-2602 232 3 , , PUNCT fis-2602 232 4 for for ADP fis-2602 232 5 lshaped lshape VERB fis-2602 232 6 beams beam NOUN fis-2602 232 7 , , PUNCT fis-2602 232 8 the the DET fis-2602 232 9 safety safety NOUN fis-2602 232 10 indexes index NOUN fis-2602 232 11 are be AUX fis-2602 232 12 remained remain VERB fis-2602 232 13 constant constant ADJ fis-2602 232 14 by by ADP fis-2602 232 15 variation variation NOUN fis-2602 232 16 of of ADP fis-2602 232 17 the the DET fis-2602 232 18 load load NOUN fis-2602 232 19 resistance resistance NOUN fis-2602 232 20 factors factor NOUN fis-2602 232 21 . . PUNCT fis-2602 233 1 as as ADP fis-2602 233 2 a a DET fis-2602 233 3 result result NOUN fis-2602 233 4 , , PUNCT fis-2602 233 5 for for ADP fis-2602 233 6 l l NOUN fis-2602 233 7 type type NOUN fis-2602 233 8 cross cross NOUN fis-2602 233 9 - - NOUN fis-2602 233 10 sections section NOUN fis-2602 233 11 , , PUNCT fis-2602 233 12 the the DET fis-2602 233 13 variations variation NOUN fis-2602 233 14 of of ADP fis-2602 233 15 the the DET fis-2602 233 16 safety safety NOUN fis-2602 233 17 indexes index NOUN fis-2602 233 18 are be AUX fis-2602 233 19 independent independent ADJ fis-2602 233 20 of of ADP fis-2602 233 21 the the DET fis-2602 233 22 values value NOUN fis-2602 233 23 of of ADP fis-2602 233 24 , , PUNCT fis-2602 233 25     SPACE fis-2602 233 26 , , PUNCT fis-2602 233 27 l l PROPN fis-2602 233 28 d d X fis-2602 233 29 c c PROPN fis-2602 233 30   NUM fis-2602 233 31   PROPN fis-2602 233 32 . . PUNCT fis-2602 234 1 f. f. PROPN fis-2602 234 2 jafari jafari PROPN fis-2602 234 3 et et PROPN fis-2602 234 4 alii alii PROPN fis-2602 234 5 , , PUNCT fis-2602 234 6 frattura frattura PROPN fis-2602 234 7 ed ed PROPN fis-2602 234 8 integrità integrità PROPN fis-2602 234 9 strutturale strutturale PROPN fis-2602 234 10 , , PUNCT fis-2602 234 11 51 51 NUM fis-2602 234 12 ( ( PUNCT fis-2602 234 13 2020 2020 NUM fis-2602 234 14 ) ) PUNCT fis-2602 234 15 136 136 NUM fis-2602 234 16 - - SYM fis-2602 234 17 150 150 NUM fis-2602 234 18 ; ; PUNCT fis-2602 234 19 doi doi NOUN fis-2602 234 20 : : PUNCT fis-2602 234 21 10.3221 10.3221 NUM fis-2602 234 22 / / SYM fis-2602 234 23 igf igf PROPN fis-2602 234 24 - - ADJ fis-2602 234 25 esis.51.11 esis.51.11 PROPN fis-2602 234 26 146 146 NUM fis-2602 234 27 fig fig NOUN fis-2602 234 28 . . PUNCT fis-2602 235 1 10 10 NUM fis-2602 235 2 represents represent VERB fis-2602 235 3 the the DET fis-2602 235 4 maximum maximum ADJ fis-2602 235 5 beta beta NOUN fis-2602 235 6 index index NOUN fis-2602 235 7 corresponds correspond VERB fis-2602 235 8 to to ADP fis-2602 235 9 t t NOUN fis-2602 235 10 = = NOUN fis-2602 235 11 0.40 0.40 NUM fis-2602 235 12 and and CCONJ fis-2602 235 13 0.50 0.50 NUM fis-2602 235 14 . . PUNCT fis-2602 236 1 for for ADP fis-2602 236 2 all all DET fis-2602 236 3 values value NOUN fis-2602 236 4 of of ADP fis-2602 236 5 t t NOUN fis-2602 236 6 and and CCONJ fis-2602 236 7 load load VERB fis-2602 236 8 resistance resistance NOUN fis-2602 236 9 factors factor NOUN fis-2602 236 10 , , PUNCT fis-2602 236 11 the the DET fis-2602 236 12 safety safety NOUN fis-2602 236 13 indexes index NOUN fis-2602 236 14 are be AUX fis-2602 236 15 between between ADP fis-2602 236 16 2.65 2.65 NUM fis-2602 236 17 to to ADP fis-2602 236 18 3.70 3.70 NUM fis-2602 236 19 . . PUNCT fis-2602 237 1 as as ADV fis-2602 237 2 well well ADV fis-2602 237 3 , , PUNCT fis-2602 237 4 the the DET fis-2602 237 5 safety safety NOUN fis-2602 237 6 index index NOUN fis-2602 237 7 is be AUX fis-2602 237 8 decreased decrease VERB fis-2602 237 9 due due ADP fis-2602 237 10 to to ADP fis-2602 237 11 the the DET fis-2602 237 12 reduction reduction NOUN fis-2602 237 13 of of ADP fis-2602 237 14 the the DET fis-2602 237 15 live live ADJ fis-2602 237 16 load load NOUN fis-2602 237 17 effect effect NOUN fis-2602 237 18 or or CCONJ fis-2602 237 19 increasing increase VERB fis-2602 237 20 of of ADP fis-2602 237 21 t t NOUN fis-2602 237 22 values value NOUN fis-2602 237 23 . . PUNCT fis-2602 238 1 furthermore furthermore ADV fis-2602 238 2 , , PUNCT fis-2602 238 3 the the DET fis-2602 238 4 indexes index NOUN fis-2602 238 5 are be AUX fis-2602 238 6 reduced reduce VERB fis-2602 238 7 by by ADP fis-2602 238 8 increasing increase VERB fis-2602 238 9 the the DET fis-2602 238 10 load load NOUN fis-2602 238 11 and and CCONJ fis-2602 238 12 resistance resistance NOUN fis-2602 238 13 factors factor NOUN fis-2602 238 14 by by ADP fis-2602 238 15 the the DET fis-2602 238 16 mild mild ADJ fis-2602 238 17 slope slope NOUN fis-2602 238 18 . . PUNCT fis-2602 239 1 as as ADP fis-2602 239 2 a a DET fis-2602 239 3 result result NOUN fis-2602 239 4 , , PUNCT fis-2602 239 5 similar similar ADJ fis-2602 239 6 to to ADP fis-2602 239 7 rectangular rectangular ADJ fis-2602 239 8 type type NOUN fis-2602 239 9 beams beam NOUN fis-2602 239 10 , , PUNCT fis-2602 239 11 for for ADP fis-2602 239 12 t t PROPN fis-2602 239 13 type type NOUN fis-2602 239 14 cross cross NOUN fis-2602 239 15 - - NOUN fis-2602 239 16 sections section NOUN fis-2602 239 17 , , PUNCT fis-2602 239 18 the the DET fis-2602 239 19 variations variation NOUN fis-2602 239 20 of of ADP fis-2602 239 21 the the DET fis-2602 239 22 safety safety NOUN fis-2602 239 23 indexes index NOUN fis-2602 239 24 are be AUX fis-2602 239 25 more more ADV fis-2602 239 26 dependent dependent ADJ fis-2602 239 27 on on ADP fis-2602 239 28 the the DET fis-2602 239 29 values value NOUN fis-2602 239 30 of of ADP fis-2602 239 31     SPACE fis-2602 239 32 , , PUNCT fis-2602 239 33     SPACE fis-2602 239 34 , , PUNCT fis-2602 239 35 l l PROPN fis-2602 239 36 d d X fis-2602 239 37 c c PROPN fis-2602 239 38   NUM fis-2602 239 39   PROPN fis-2602 239 40 . . PUNCT fis-2602 240 1 figs fig NOUN fis-2602 240 2 . . PUNCT fis-2602 241 1 8 8 NUM fis-2602 241 2 to to PART fis-2602 241 3 9 9 NUM fis-2602 241 4 clearly clearly ADV fis-2602 241 5 show show VERB fis-2602 241 6 that that SCONJ fis-2602 241 7 the the DET fis-2602 241 8 safety safety NOUN fis-2602 241 9 indexes index NOUN fis-2602 241 10 for for ADP fis-2602 241 11 t t NOUN fis-2602 241 12 type type NOUN fis-2602 241 13 beams beam NOUN fis-2602 241 14 are be AUX fis-2602 241 15 smallest small ADJ fis-2602 241 16 and and CCONJ fis-2602 241 17 l l NOUN fis-2602 241 18 type type NOUN fis-2602 241 19 beams beam NOUN fis-2602 241 20 have have VERB fis-2602 241 21 better well ADJ fis-2602 241 22 performance performance NOUN fis-2602 241 23 . . PUNCT fis-2602 242 1 generally generally ADV fis-2602 242 2 , , PUNCT fis-2602 242 3 the the DET fis-2602 242 4 rectangular rectangular ADJ fis-2602 242 5 beams beam NOUN fis-2602 242 6 have have VERB fis-2602 242 7 the the DET fis-2602 242 8 highest high ADJ fis-2602 242 9 safety safety NOUN fis-2602 242 10 factors factor NOUN fis-2602 242 11 . . PUNCT fis-2602 243 1 because because SCONJ fis-2602 243 2 the the DET fis-2602 243 3 torsion torsion NOUN fis-2602 243 4 on on ADP fis-2602 243 5 these these DET fis-2602 243 6 types type NOUN fis-2602 243 7 of of ADP fis-2602 243 8 beams beam NOUN fis-2602 243 9 has have VERB fis-2602 243 10 less less ADJ fis-2602 243 11 contribution contribution NOUN fis-2602 243 12 and and CCONJ fis-2602 243 13 the the DET fis-2602 243 14 bending bend VERB fis-2602 243 15 moment moment NOUN fis-2602 243 16 has have VERB fis-2602 243 17 a a DET fis-2602 243 18 significant significant ADJ fis-2602 243 19 effect effect NOUN fis-2602 243 20 . . PUNCT fis-2602 244 1 figure figure VERB fis-2602 244 2 9 9 NUM fis-2602 244 3 : : PUNCT fis-2602 244 4 prediction prediction NOUN fis-2602 244 5 of of ADP fis-2602 244 6 load load NOUN fis-2602 244 7 and and CCONJ fis-2602 244 8 resistance resistance NOUN fis-2602 244 9 factors factor NOUN fis-2602 244 10 for for ADP fis-2602 244 11 the the DET fis-2602 244 12 l l NOUN fis-2602 244 13 section section NOUN fis-2602 244 14 beam beam NOUN fis-2602 244 15 in in ADP fis-2602 244 16 combined combine VERB fis-2602 244 17 state state PROPN fis-2602 244 18 f. f. PROPN fis-2602 244 19 jafari jafari PROPN fis-2602 244 20 et et PROPN fis-2602 244 21 alii alii PROPN fis-2602 244 22 , , PUNCT fis-2602 244 23 frattura frattura PROPN fis-2602 244 24 ed ed PROPN fis-2602 244 25 integrità integrità PROPN fis-2602 244 26 strutturale strutturale PROPN fis-2602 244 27 , , PUNCT fis-2602 244 28 51 51 NUM fis-2602 244 29 ( ( PUNCT fis-2602 244 30 2020 2020 NUM fis-2602 244 31 ) ) PUNCT fis-2602 244 32 136 136 NUM fis-2602 244 33 - - SYM fis-2602 244 34 150 150 NUM fis-2602 244 35 ; ; PUNCT fis-2602 244 36 doi doi NOUN fis-2602 244 37 : : PUNCT fis-2602 244 38 10.3221 10.3221 NUM fis-2602 244 39 / / SYM fis-2602 244 40 igf igf PROPN fis-2602 244 41 - - ADJ fis-2602 244 42 esis.51.11 esis.51.11 PROPN fis-2602 244 43 147 147 NUM fis-2602 244 44 figure figure NOUN fis-2602 244 45 10 10 NUM fis-2602 244 46 : : PUNCT fis-2602 244 47 prediction prediction NOUN fis-2602 244 48 load load NOUN fis-2602 244 49 and and CCONJ fis-2602 244 50 resistance resistance NOUN fis-2602 244 51 factors factor NOUN fis-2602 244 52 for for ADP fis-2602 244 53 t t PROPN fis-2602 244 54 section section NOUN fis-2602 244 55 beam beam NOUN fis-2602 244 56 in in ADP fis-2602 244 57 combined combine VERB fis-2602 244 58 state state NOUN fis-2602 244 59 discussion discussion NOUN fis-2602 244 60 he he PRON fis-2602 244 61 safety safety NOUN fis-2602 244 62 surfaces surface NOUN fis-2602 244 63 of of ADP fis-2602 244 64 the the DET fis-2602 244 65 aci aci PROPN fis-2602 244 66 concrete concrete PROPN fis-2602 244 67 standard standard NOUN fis-2602 244 68 for for ADP fis-2602 244 69 combined combined ADJ fis-2602 244 70 limit limit NOUN fis-2602 244 71 sates sate NOUN fis-2602 244 72 ( ( PUNCT fis-2602 244 73 torsion torsion NOUN fis-2602 244 74 - - PUNCT fis-2602 244 75 shear shear NOUN fis-2602 244 76 - - PUNCT fis-2602 244 77 bending bending NOUN fis-2602 244 78 ) ) PUNCT fis-2602 244 79 were be AUX fis-2602 244 80 studied study VERB fis-2602 244 81 in in ADP fis-2602 244 82 this this DET fis-2602 244 83 research research NOUN fis-2602 244 84 and and CCONJ fis-2602 244 85 the the DET fis-2602 244 86 aci aci PROPN fis-2602 244 87 standard standard PROPN fis-2602 244 88 beta beta ADJ fis-2602 244 89 indexes index NOUN fis-2602 244 90 were be AUX fis-2602 244 91 obtained obtain VERB fis-2602 244 92 . . PUNCT fis-2602 245 1 in in ADP fis-2602 245 2 the the DET fis-2602 245 3 combined combine VERB fis-2602 245 4 modes mode NOUN fis-2602 245 5 , , PUNCT fis-2602 245 6 the the DET fis-2602 245 7 beta beta ADJ fis-2602 245 8 coefficient coefficient NOUN fis-2602 245 9 is be AUX fis-2602 245 10 greater great ADJ fis-2602 245 11 than than ADP fis-2602 245 12 3.0 3.0 NUM fis-2602 245 13 for for ADP fis-2602 245 14 the the DET fis-2602 245 15 l l NOUN fis-2602 245 16 and and CCONJ fis-2602 245 17 rectangular rectangular ADJ fis-2602 245 18 cross cross NOUN fis-2602 245 19 - - NOUN fis-2602 245 20 sections section NOUN fis-2602 245 21 , , PUNCT fis-2602 245 22 while while SCONJ fis-2602 245 23 for for ADP fis-2602 245 24 the the DET fis-2602 245 25 t t PROPN fis-2602 245 26 cross cross NOUN fis-2602 245 27 - - NOUN fis-2602 245 28 section section NOUN fis-2602 245 29 , , PUNCT fis-2602 245 30 the the DET fis-2602 245 31 safety safety NOUN fis-2602 245 32 index index NOUN fis-2602 245 33 is be AUX fis-2602 245 34 less less ADJ fis-2602 245 35 than than ADP fis-2602 245 36 3.0 3.0 NUM fis-2602 245 37 for for ADP fis-2602 245 38 t>0.5 t>0.5 NUM fis-2602 245 39 , , PUNCT fis-2602 245 40 and and CCONJ fis-2602 245 41 according accord VERB fis-2602 245 42 to to ADP fis-2602 245 43 the the DET fis-2602 245 44 suggested suggest VERB fis-2602 245 45 references reference NOUN fis-2602 245 46 , , PUNCT fis-2602 245 47 the the DET fis-2602 245 48 safety safety NOUN fis-2602 245 49 coefficients coefficient NOUN fis-2602 245 50 should should AUX fis-2602 245 51 be be AUX fis-2602 245 52 greater great ADJ fis-2602 245 53 than than ADP fis-2602 245 54 2.8 2.8 NUM fis-2602 245 55 for for ADP fis-2602 245 56 the the DET fis-2602 245 57 bending bend VERB fis-2602 245 58 design design NOUN fis-2602 245 59 of of ADP fis-2602 245 60 cross cross NOUN fis-2602 245 61 - - NOUN fis-2602 245 62 sections section NOUN fis-2602 245 63 and and CCONJ fis-2602 245 64 greater great ADJ fis-2602 245 65 than than ADP fis-2602 245 66 2 2 NUM fis-2602 245 67 for for ADP fis-2602 245 68 the the DET fis-2602 245 69 design design NOUN fis-2602 245 70 of of ADP fis-2602 245 71 shear shear NOUN fis-2602 245 72 and and CCONJ fis-2602 245 73 torsion torsion NOUN fis-2602 245 74 , , PUNCT fis-2602 245 75 which which PRON fis-2602 245 76 is be AUX fis-2602 245 77 somewhat somewhat ADV fis-2602 245 78 the the DET fis-2602 245 79 boundary boundary ADJ fis-2602 245 80 points point NOUN fis-2602 245 81 . . PUNCT fis-2602 246 1 figs fig NOUN fis-2602 246 2 . . PUNCT fis-2602 247 1 11 11 NUM fis-2602 247 2 and and CCONJ fis-2602 247 3 12 12 NUM fis-2602 247 4 show show VERB fis-2602 247 5 the the DET fis-2602 247 6 maximum maximum ADJ fis-2602 247 7 and and CCONJ fis-2602 247 8 average average ADJ fis-2602 247 9 beta beta ADJ fis-2602 247 10 indexes index NOUN fis-2602 247 11 for for ADP fis-2602 247 12 all all DET fis-2602 247 13 limit limit NOUN fis-2602 247 14 states state NOUN fis-2602 247 15 for for ADP fis-2602 247 16 three three NUM fis-2602 247 17 studied study VERB fis-2602 247 18 cross cross NOUN fis-2602 247 19 - - NOUN fis-2602 247 20 sections section NOUN fis-2602 247 21 . . PUNCT fis-2602 248 1 t t PROPN fis-2602 248 2 f. f. PROPN fis-2602 248 3 jafari jafari PROPN fis-2602 248 4 et et PROPN fis-2602 248 5 alii alii PROPN fis-2602 248 6 , , PUNCT fis-2602 248 7 frattura frattura PROPN fis-2602 248 8 ed ed PROPN fis-2602 248 9 integrità integrità PROPN fis-2602 248 10 strutturale strutturale PROPN fis-2602 248 11 , , PUNCT fis-2602 248 12 51 51 NUM fis-2602 248 13 ( ( PUNCT fis-2602 248 14 2020 2020 NUM fis-2602 248 15 ) ) PUNCT fis-2602 248 16 136 136 NUM fis-2602 248 17 - - SYM fis-2602 248 18 150 150 NUM fis-2602 248 19 ; ; PUNCT fis-2602 248 20 doi doi NOUN fis-2602 248 21 : : PUNCT fis-2602 248 22 10.3221 10.3221 NUM fis-2602 248 23 / / SYM fis-2602 248 24 igf igf PROPN fis-2602 248 25 - - ADJ fis-2602 248 26 esis.51.11 esis.51.11 ADJ fis-2602 248 27 148 148 NUM fis-2602 248 28 figure figure NOUN fis-2602 248 29 11 11 NUM fis-2602 248 30 : : PUNCT fis-2602 248 31 average average ADJ fis-2602 248 32 aci aci PROPN fis-2602 248 33 beta beta NOUN fis-2602 248 34 indexes index NOUN fis-2602 248 35 for for ADP fis-2602 248 36 different different ADJ fis-2602 248 37 cross cros NOUN fis-2602 248 38 - - NOUN fis-2602 248 39 sections section NOUN fis-2602 248 40 . . PUNCT fis-2602 249 1 figure figure NOUN fis-2602 249 2 12 12 NUM fis-2602 249 3 : : PUNCT fis-2602 249 4 maximum maximum ADJ fis-2602 249 5 aci aci PROPN fis-2602 249 6 beta beta ADJ fis-2602 249 7 indexes index NOUN fis-2602 249 8 for for ADP fis-2602 249 9 different different ADJ fis-2602 249 10 cross cros NOUN fis-2602 249 11 - - NOUN fis-2602 249 12 sections section NOUN fis-2602 249 13 . . PUNCT fis-2602 250 1 conclusion conclusion NOUN fis-2602 250 2 ased ase VERB fis-2602 250 3 on on ADP fis-2602 250 4 the the DET fis-2602 250 5 obtained obtain VERB fis-2602 250 6 results result NOUN fis-2602 250 7 the the DET fis-2602 250 8 following follow VERB fis-2602 250 9 conclusions conclusion NOUN fis-2602 250 10 could could AUX fis-2602 250 11 be be AUX fis-2602 250 12 drawn draw VERB fis-2602 250 13 : : PUNCT fis-2602 250 14   NOUN fis-2602 250 15 in in ADP fis-2602 250 16 all all DET fis-2602 250 17 cross cross ADJ fis-2602 250 18 - - NOUN fis-2602 250 19 sections section NOUN fis-2602 250 20 , , PUNCT fis-2602 250 21 the the PRON fis-2602 250 22 obtained obtain VERB fis-2602 250 23 beta beta NOUN fis-2602 250 24 index index NOUN fis-2602 250 25 for for ADP fis-2602 250 26 the the DET fis-2602 250 27 combination combination NOUN fis-2602 250 28 of of ADP fis-2602 250 29 bending bend VERB fis-2602 250 30 - - PUNCT fis-2602 250 31 shear shear NOUN fis-2602 250 32 is be AUX fis-2602 250 33 between between ADP fis-2602 250 34 shear shear NOUN fis-2602 250 35 and and CCONJ fis-2602 250 36 bending bend VERB fis-2602 250 37 state state NOUN fis-2602 250 38 such such ADJ fis-2602 250 39 that that SCONJ fis-2602 250 40 the the DET fis-2602 250 41 beta beta NOUN fis-2602 250 42 index index NOUN fis-2602 250 43 is be AUX fis-2602 250 44 higher high ADJ fis-2602 250 45 than than ADP fis-2602 250 46 the the DET fis-2602 250 47 bending bend VERB fis-2602 250 48 state state NOUN fis-2602 250 49 and and CCONJ fis-2602 250 50 lower low ADJ fis-2602 250 51 than than ADP fis-2602 250 52 the the DET fis-2602 250 53 torsion torsion NOUN fis-2602 250 54 state state NOUN fis-2602 250 55 . . PUNCT fis-2602 251 1   X fis-2602 252 1 the the DET fis-2602 252 2 beta beta ADJ fis-2602 252 3 index index NOUN fis-2602 252 4 for for ADP fis-2602 252 5 a a DET fis-2602 252 6 combination combination NOUN fis-2602 252 7 of of ADP fis-2602 252 8 bending bend VERB fis-2602 252 9 - - PUNCT fis-2602 252 10 torsion torsion NOUN fis-2602 252 11 is be AUX fis-2602 252 12 between between ADP fis-2602 252 13 torsion torsion NOUN fis-2602 252 14 and and CCONJ fis-2602 252 15 bending bend VERB fis-2602 252 16 state state NOUN fis-2602 252 17 such such ADJ fis-2602 252 18 that that SCONJ fis-2602 252 19 the the DET fis-2602 252 20 beta beta NOUN fis-2602 252 21 index index NOUN fis-2602 252 22 is be AUX fis-2602 252 23 higher high ADJ fis-2602 252 24 than than ADP fis-2602 252 25 the the DET fis-2602 252 26 bending bend VERB fis-2602 252 27 state state NOUN fis-2602 252 28 and and CCONJ fis-2602 252 29 lower low ADJ fis-2602 252 30 than than ADP fis-2602 252 31 the the DET fis-2602 252 32 torsion torsion NOUN fis-2602 252 33 state state NOUN fis-2602 252 34 . . PUNCT fis-2602 253 1 this this DET fis-2602 253 2 surface surface NOUN fis-2602 253 3 is be AUX fis-2602 253 4 close close ADJ fis-2602 253 5 to to ADP fis-2602 253 6 the the DET fis-2602 253 7 bending bend VERB fis-2602 253 8 state state NOUN fis-2602 253 9 which which PRON fis-2602 253 10 means mean VERB fis-2602 253 11 bending bend VERB fis-2602 253 12 equations equation NOUN fis-2602 253 13 have have VERB fis-2602 253 14 a a DET fis-2602 253 15 significant significant ADJ fis-2602 253 16 effect effect NOUN fis-2602 253 17 on on ADP fis-2602 253 18 the the DET fis-2602 253 19 combination combination NOUN fis-2602 253 20 surface surface NOUN fis-2602 253 21 . . PUNCT fis-2602 254 1 b b X fis-2602 254 2 f. f. PROPN fis-2602 254 3 jafari jafari PROPN fis-2602 254 4 et et PROPN fis-2602 254 5 alii alii PROPN fis-2602 254 6 , , PUNCT fis-2602 254 7 frattura frattura PROPN fis-2602 254 8 ed ed PROPN fis-2602 254 9 integrità integrità PROPN fis-2602 254 10 strutturale strutturale PROPN fis-2602 254 11 , , PUNCT fis-2602 254 12 51 51 NUM fis-2602 254 13 ( ( PUNCT fis-2602 254 14 2020 2020 NUM fis-2602 254 15 ) ) PUNCT fis-2602 254 16 136 136 NUM fis-2602 254 17 - - SYM fis-2602 254 18 150 150 NUM fis-2602 254 19 ; ; PUNCT fis-2602 254 20 doi doi NOUN fis-2602 254 21 : : PUNCT fis-2602 254 22 10.3221 10.3221 NUM fis-2602 254 23 / / SYM fis-2602 254 24 igf igf PROPN fis-2602 254 25 - - PROPN fis-2602 254 26 esis.51.11 esis.51.11 PROPN fis-2602 254 27 149 149 NUM fis-2602 254 28   NOUN fis-2602 254 29 beta beta ADJ fis-2602 254 30 index index NOUN fis-2602 254 31 for for ADP fis-2602 254 32 a a DET fis-2602 254 33 combination combination NOUN fis-2602 254 34 of of ADP fis-2602 254 35 shear shear NOUN fis-2602 254 36 - - PUNCT fis-2602 254 37 torsion torsion NOUN fis-2602 254 38 is be AUX fis-2602 254 39 between between ADP fis-2602 254 40 torsion torsion NOUN fis-2602 254 41 and and CCONJ fis-2602 254 42 this this DET fis-2602 254 43 surface surface NOUN fis-2602 254 44 is be AUX fis-2602 254 45 close close ADJ fis-2602 254 46 to to PART fis-2602 254 47 shear shear NOUN fis-2602 254 48 state state NOUN fis-2602 254 49 which which PRON fis-2602 254 50 means mean VERB fis-2602 254 51 shear shear NOUN fis-2602 254 52 equations equation NOUN fis-2602 254 53 have have VERB fis-2602 254 54 a a DET fis-2602 254 55 significant significant ADJ fis-2602 254 56 effect effect NOUN fis-2602 254 57 on on ADP fis-2602 254 58 the the DET fis-2602 254 59 combination combination NOUN fis-2602 254 60 surface surface NOUN fis-2602 254 61 . . PUNCT fis-2602 255 1   PUNCT fis-2602 255 2 for for ADP fis-2602 255 3 all all DET fis-2602 255 4 combination combination NOUN fis-2602 255 5 states state NOUN fis-2602 255 6 ( ( PUNCT fis-2602 255 7 shear shear NOUN fis-2602 255 8 – – PUNCT fis-2602 255 9 torsion torsion NOUN fis-2602 255 10 and and CCONJ fis-2602 255 11 bending bending NOUN fis-2602 255 12 – – PUNCT fis-2602 255 13 torsion torsion NOUN fis-2602 255 14 ) ) PUNCT fis-2602 255 15 , , PUNCT fis-2602 255 16 the the DET fis-2602 255 17 beta beta ADJ fis-2602 255 18 indexes index NOUN fis-2602 255 19 are be AUX fis-2602 255 20 greater great ADJ fis-2602 255 21 than than ADP fis-2602 255 22 3 3 NUM fis-2602 255 23 which which PRON fis-2602 255 24 shows show VERB fis-2602 255 25 the the DET fis-2602 255 26 beams beam NOUN fis-2602 255 27 are be AUX fis-2602 255 28 designed design VERB fis-2602 255 29 safety safety NOUN fis-2602 255 30 . . PUNCT fis-2602 256 1 according accord VERB fis-2602 256 2 to to ADP fis-2602 256 3 previous previous ADJ fis-2602 256 4 research research NOUN fis-2602 256 5 [ [ X fis-2602 256 6 20 20 NUM fis-2602 256 7 ] ] PUNCT fis-2602 256 8 , , PUNCT fis-2602 256 9 the the DET fis-2602 256 10 values value NOUN fis-2602 256 11 of of ADP fis-2602 256 12 the the DET fis-2602 256 13 beta beta NOUN fis-2602 256 14 index index NOUN fis-2602 256 15 should should AUX fis-2602 256 16 be be AUX fis-2602 256 17 greater great ADJ fis-2602 256 18 than than ADP fis-2602 256 19 2.8 2.8 NUM fis-2602 256 20 due due ADJ fis-2602 256 21 to to ADP fis-2602 256 22 the the DET fis-2602 256 23 design design NOUN fis-2602 256 24 beam beam NOUN fis-2602 256 25 in in ADP fis-2602 256 26 bending bend VERB fis-2602 256 27 and and CCONJ fis-2602 256 28 shear shear NOUN fis-2602 256 29 limit limit NOUN fis-2602 256 30 state state NOUN fis-2602 256 31 safety safety NOUN fis-2602 256 32 . . PUNCT fis-2602 257 1   X fis-2602 257 2 in in ADP fis-2602 257 3 combined combined ADJ fis-2602 257 4 state(shear state(shear PROPN fis-2602 257 5 bending bending NOUN fis-2602 257 6 and and CCONJ fis-2602 257 7 torsion torsion NOUN fis-2602 257 8 ) ) PUNCT fis-2602 257 9 , , PUNCT fis-2602 257 10 the the DET fis-2602 257 11 value value NOUN fis-2602 257 12 of of ADP fis-2602 257 13 the the DET fis-2602 257 14 beta beta NOUN fis-2602 257 15 index index NOUN fis-2602 257 16 has have VERB fis-2602 257 17 the the DET fis-2602 257 18 highest high ADJ fis-2602 257 19 value value NOUN fis-2602 257 20 in in ADP fis-2602 257 21 comparison comparison NOUN fis-2602 257 22 with with ADP fis-2602 257 23 other other ADJ fis-2602 257 24 limit limit NOUN fis-2602 257 25 states state NOUN fis-2602 257 26 ( ( PUNCT fis-2602 257 27 shear shear NOUN fis-2602 257 28 – – PUNCT fis-2602 257 29 bending bending NOUN fis-2602 257 30 , , PUNCT fis-2602 257 31 shear shear NOUN fis-2602 257 32 – – PUNCT fis-2602 257 33 torsion torsion NOUN fis-2602 257 34 and and CCONJ fis-2602 257 35 bending bend VERB fis-2602 257 36 – – PUNCT fis-2602 257 37 torsion torsion NOUN fis-2602 257 38 ) ) PUNCT fis-2602 257 39 which which PRON fis-2602 257 40 shows show VERB fis-2602 257 41 the the DET fis-2602 257 42 aci aci PROPN fis-2602 257 43 equations equation NOUN fis-2602 257 44 adequately adequately ADV fis-2602 257 45 guarantee guarantee VERB fis-2602 257 46 the the DET fis-2602 257 47 safe safe ADJ fis-2602 257 48 design design NOUN fis-2602 257 49 . . PUNCT fis-2602 258 1 disclosure disclosure NOUN fis-2602 258 2 he he PRON fis-2602 258 3 authors author NOUN fis-2602 258 4 have have VERB fis-2602 258 5 no no DET fis-2602 258 6 conflict conflict NOUN fis-2602 258 7 of of ADP fis-2602 258 8 interest interest NOUN fis-2602 258 9 to to PART fis-2602 258 10 declare declare VERB fis-2602 258 11 . . PUNCT fis-2602 259 1 acknowledgment acknowledgment NOUN fis-2602 259 2 he he PRON fis-2602 259 3 second second ADJ fis-2602 259 4 author author NOUN fis-2602 259 5 acknowledges acknowledge VERB fis-2602 259 6 the the DET fis-2602 259 7 support support NOUN fis-2602 259 8 from from ADP fis-2602 259 9 malayer malayer PROPN fis-2602 259 10 university university NOUN fis-2602 259 11 when when SCONJ fis-2602 259 12 he he PRON fis-2602 259 13 was be AUX fis-2602 259 14 an an DET fis-2602 259 15 assistant assistant ADJ fis-2602 259 16 professor professor NOUN fis-2602 259 17 of of ADP fis-2602 259 18 civil civil ADJ fis-2602 259 19 engineering engineering NOUN fis-2602 259 20 from from ADP fis-2602 259 21 september september PROPN fis-2602 259 22 2008 2008 NUM fis-2602 259 23 to to ADP fis-2602 259 24 june june PROPN fis-2602 259 25 2019 2019 NUM fis-2602 259 26 . . PUNCT fis-2602 260 1 references reference NOUN fis-2602 260 2 [ [ X fis-2602 260 3 1 1 NUM fis-2602 260 4 ] ] X fis-2602 260 5 ellingwood ellingwood PROPN fis-2602 260 6 , , PUNCT fis-2602 260 7 b. b. PROPN fis-2602 260 8 r.and r.and PROPN fis-2602 260 9 ang ang PROPN fis-2602 260 10 , , PUNCT fis-2602 260 11 a. a. PROPN fis-2602 260 12 h. h. PROPN fis-2602 260 13 ( ( PUNCT fis-2602 260 14 1974 1974 NUM fis-2602 260 15 ) ) PUNCT fis-2602 260 16 . . PUNCT fis-2602 261 1 risk risk NOUN fis-2602 261 2 - - PUNCT fis-2602 261 3 based base VERB fis-2602 261 4 evaluation evaluation NOUN fis-2602 261 5 of of ADP fis-2602 261 6 design design NOUN fis-2602 261 7 criteria criterion NOUN fis-2602 261 8 . . PUNCT fis-2602 262 1 journal journal NOUN fis-2602 262 2 of of ADP fis-2602 262 3 the the DET fis-2602 262 4 structural structural ADJ fis-2602 262 5 division division NOUN fis-2602 262 6 , , PUNCT fis-2602 262 7 100 100 NUM fis-2602 262 8 ( ( PUNCT fis-2602 262 9 proc proc NOUN fis-2602 262 10 . . PUNCT fis-2602 263 1 paper paper NOUN fis-2602 263 2 10778 10778 NUM fis-2602 263 3 ) ) PUNCT fis-2602 263 4 . . PUNCT fis-2602 264 1 [ [ X fis-2602 264 2 2 2 NUM fis-2602 264 3 ] ] X fis-2602 264 4 bentz bentz PROPN fis-2602 264 5 , , PUNCT fis-2602 264 6 e. e. PROPN fis-2602 264 7 c. c. PROPN fis-2602 264 8 , , PUNCT fis-2602 264 9 vecchio vecchio PROPN fis-2602 264 10 , , PUNCT fis-2602 264 11 f. f. PROPN fis-2602 264 12 j.and j.and PROPN fis-2602 264 13 collins collins PROPN fis-2602 264 14 , , PUNCT fis-2602 264 15 m. m. NOUN fis-2602 264 16 p. p. PROPN fis-2602 264 17 ( ( PUNCT fis-2602 264 18 2006 2006 NUM fis-2602 264 19 ) ) PUNCT fis-2602 264 20 . . PUNCT fis-2602 265 1 simplified simplify VERB fis-2602 265 2 modified modify VERB fis-2602 265 3 compression compression NOUN fis-2602 265 4 field field NOUN fis-2602 265 5 theory theory NOUN fis-2602 265 6 for for ADP fis-2602 265 7 calculating calculate VERB fis-2602 265 8 shear shear NOUN fis-2602 265 9 strength strength NOUN fis-2602 265 10 of of ADP fis-2602 265 11 reinforced reinforce VERB fis-2602 265 12 concrete concrete ADJ fis-2602 265 13 elements element NOUN fis-2602 265 14 . . PUNCT fis-2602 266 1 aci aci PROPN fis-2602 266 2 materials material NOUN fis-2602 266 3 journal journal NOUN fis-2602 266 4 , , PUNCT fis-2602 266 5 103(4 103(4 NUM fis-2602 266 6 ) ) PUNCT fis-2602 266 7 , , PUNCT fis-2602 266 8 pp.614 pp.614 NOUN fis-2602 266 9 - - SYM fis-2602 266 10 621 621 NUM fis-2602 267 1 [ [ X fis-2602 267 2 3 3 NUM fis-2602 267 3 ] ] SYM fis-2602 267 4 porco porco PROPN fis-2602 267 5 , , PUNCT fis-2602 267 6 f. f. PROPN fis-2602 267 7 , , PUNCT fis-2602 267 8 uva uva PROPN fis-2602 267 9 , , PUNCT fis-2602 267 10 g. g. PROPN fis-2602 267 11 , , PUNCT fis-2602 267 12 sangirardi sangirardi ADJ fis-2602 267 13 , , PUNCT fis-2602 267 14 m.and m.and NOUN fis-2602 267 15 casolo casolo NOUN fis-2602 267 16 , , PUNCT fis-2602 267 17 s. s. PROPN fis-2602 267 18 ( ( PUNCT fis-2602 267 19 2013 2013 NUM fis-2602 267 20 ) ) PUNCT fis-2602 267 21 . . PUNCT fis-2602 268 1 about about ADP fis-2602 268 2 the the DET fis-2602 268 3 reliability reliability NOUN fis-2602 268 4 of of ADP fis-2602 268 5 punching punching NOUN fis-2602 268 6 verifications verification NOUN fis-2602 268 7 in in ADP fis-2602 268 8 reinforced reinforce VERB fis-2602 268 9 concrete concrete ADJ fis-2602 268 10 flat flat ADJ fis-2602 268 11 slabs slab NOUN fis-2602 268 12 . . PUNCT fis-2602 269 1 the the DET fis-2602 269 2 open open ADJ fis-2602 269 3 construction construction NOUN fis-2602 269 4 and and CCONJ fis-2602 269 5 building building NOUN fis-2602 269 6 technology technology NOUN fis-2602 269 7 journal journal NOUN fis-2602 269 8 , , PUNCT fis-2602 269 9 7(1 7(1 NUM fis-2602 269 10 ) ) PUNCT fis-2602 269 11 , , PUNCT fis-2602 269 12 pp pp ADJ fis-2602 269 13 . . PUNCT fis-2602 270 1 123 123 NUM fis-2602 270 2 - - SYM fis-2602 270 3 133 133 NUM fis-2602 270 4 [ [ X fis-2602 270 5 4 4 NUM fis-2602 270 6 ] ] PUNCT fis-2602 270 7 jensen jensen PROPN fis-2602 270 8 , , PUNCT fis-2602 270 9 d.f d.f PROPN fis-2602 270 10 . . PROPN fis-2602 270 11 ( ( PUNCT fis-2602 270 12 2014 2014 NUM fis-2602 270 13 ) ) PUNCT fis-2602 270 14 . . PUNCT fis-2602 271 1 reliability reliability NOUN fis-2602 271 2 analysis analysis NOUN fis-2602 271 3 for for ADP fis-2602 271 4 shear shear NOUN fis-2602 271 5 in in ADP fis-2602 271 6 lightweight lightweight ADJ fis-2602 271 7 reinforced reinforce VERB fis-2602 271 8 concrete concrete ADJ fis-2602 271 9 bridges bridge NOUN fis-2602 271 10 using use VERB fis-2602 271 11 shear shear NOUN fis-2602 271 12 beam beam PROPN fis-2602 271 13 database database NOUN fis-2602 271 14 , , PUNCT fis-2602 271 15 m.sc m.sc PROPN fis-2602 271 16 . . PUNCT fis-2602 272 1 thesis thesis PROPN fis-2602 272 2 , , PUNCT fis-2602 272 3 utah utah PROPN fis-2602 272 4 state state PROPN fis-2602 272 5 university university PROPN fis-2602 272 6 . . PUNCT fis-2602 273 1 [ [ X fis-2602 273 2 5 5 NUM fis-2602 273 3 ] ] PUNCT fis-2602 273 4 backes backes PROPN fis-2602 273 5 , , PUNCT fis-2602 273 6 m. m. PROPN fis-2602 273 7 r. r. PROPN fis-2602 273 8 , , PUNCT fis-2602 273 9 fernández fernández PROPN fis-2602 273 10 ruiz ruiz PROPN fis-2602 273 11 , , PUNCT fis-2602 273 12 m.and m.and NOUN fis-2602 273 13 muttoni muttoni NOUN fis-2602 273 14 , , PUNCT fis-2602 273 15 a. a. NOUN fis-2602 273 16 ( ( PUNCT fis-2602 273 17 2014 2014 NUM fis-2602 273 18 ) ) PUNCT fis-2602 273 19 . . PUNCT fis-2602 274 1 interaction interaction NOUN fis-2602 274 2 between between ADP fis-2602 274 3 in in ADP fis-2602 274 4 - - PUNCT fis-2602 274 5 plane plane NOUN fis-2602 274 6 shear shear NOUN fis-2602 274 7 forces force NOUN fis-2602 274 8 and and CCONJ fis-2602 274 9 transverse transverse NOUN fis-2602 274 10 bending bend VERB fis-2602 274 11 moments moment NOUN fis-2602 274 12 in in ADP fis-2602 274 13 concrete concrete ADJ fis-2602 274 14 bridge bridge NOUN fis-2602 274 15 webs webs NOUN fis-2602 274 16 . . PUNCT fis-2602 275 1 in in ADP fis-2602 275 2 proc proc PROPN fis-2602 275 3 . . PUNCT fis-2602 276 1 of of ADP fis-2602 276 2 the the DET fis-2602 276 3 10th 10th ADJ fis-2602 276 4 fib fib PROPN fis-2602 276 5 international international PROPN fis-2602 276 6 ph.d ph.d PROPN fis-2602 276 7 . . PUNCT fis-2602 276 8 symposium symposium NOUN fis-2602 276 9 in in ADP fis-2602 276 10 civil civil ADJ fis-2602 276 11 engineering engineering NOUN fis-2602 276 12 , , PUNCT fis-2602 277 1 quebec quebec PROPN fis-2602 277 2 ( ( PUNCT fis-2602 277 3 no no PROPN fis-2602 277 4 . . PUNCT fis-2602 277 5 conf conf PROPN fis-2602 277 6 , , PUNCT fis-2602 277 7 pp pp ADP fis-2602 277 8 . . PUNCT fis-2602 278 1 403 403 NUM fis-2602 278 2 - - SYM fis-2602 278 3 408 408 NUM fis-2602 278 4 ) ) PUNCT fis-2602 278 5 . . PUNCT fis-2602 279 1 [ [ X fis-2602 279 2 6 6 NUM fis-2602 279 3 ] ] X fis-2602 279 4 nowak nowak PROPN fis-2602 279 5 , , PUNCT fis-2602 279 6 a. a. PROPN fis-2602 279 7 s.and s.and PROPN fis-2602 279 8 szerszen szerszen PROPN fis-2602 279 9 , , PUNCT fis-2602 279 10 m. m. NOUN fis-2602 279 11 m. m. NOUN fis-2602 279 12 ( ( PUNCT fis-2602 279 13 2003 2003 NUM fis-2602 279 14 ) ) PUNCT fis-2602 279 15 . . PUNCT fis-2602 280 1 calibration calibration NOUN fis-2602 280 2 of of ADP fis-2602 280 3 design design NOUN fis-2602 280 4 code code NOUN fis-2602 280 5 for for ADP fis-2602 280 6 buildings building NOUN fis-2602 280 7 ( ( PUNCT fis-2602 280 8 aci aci PROPN fis-2602 280 9 318 318 NUM fis-2602 280 10 ): ): PUNCT fis-2602 280 11 part part NOUN fis-2602 280 12 1 1 NUM fis-2602 280 13 - - PUNCT fis-2602 280 14 statistical statistical ADJ fis-2602 280 15 models model NOUN fis-2602 280 16 for for ADP fis-2602 280 17 resistance resistance NOUN fis-2602 280 18 . . PUNCT fis-2602 281 1 aci aci PROPN fis-2602 281 2 structural structural ADJ fis-2602 281 3 journal journal PROPN fis-2602 281 4 , , PUNCT fis-2602 281 5 100(3 100(3 NUM fis-2602 281 6 ) ) PUNCT fis-2602 281 7 , , PUNCT fis-2602 281 8 pp pp PROPN fis-2602 281 9 . . PUNCT fis-2602 282 1 377 377 NUM fis-2602 282 2 - - SYM fis-2602 282 3 382 382 NUM fis-2602 282 4 . . PUNCT fis-2602 283 1 [ [ X fis-2602 283 2 7 7 X fis-2602 283 3 ] ] X fis-2602 283 4 uva uva PROPN fis-2602 283 5 , , PUNCT fis-2602 283 6 g. g. PROPN fis-2602 283 7 , , PUNCT fis-2602 283 8 porco porco PROPN fis-2602 283 9 , , PUNCT fis-2602 283 10 f. f. PROPN fis-2602 283 11 , , PUNCT fis-2602 283 12 fiore fiore NOUN fis-2602 283 13 , , PUNCT fis-2602 283 14 a.and a.and CCONJ fis-2602 283 15 mezzina mezzina NOUN fis-2602 283 16 , , PUNCT fis-2602 283 17 m. m. NOUN fis-2602 283 18 ( ( PUNCT fis-2602 283 19 2013 2013 NUM fis-2602 283 20 ) ) PUNCT fis-2602 283 21 . . PUNCT fis-2602 284 1 proposal proposal NOUN fis-2602 284 2 of of ADP fis-2602 284 3 a a DET fis-2602 284 4 methodology methodology NOUN fis-2602 284 5 for for ADP fis-2602 284 6 assessing assess VERB fis-2602 284 7 the the DET fis-2602 284 8 reliability reliability NOUN fis-2602 284 9 of of ADP fis-2602 284 10 in in ADP fis-2602 284 11 situ situ ADJ fis-2602 284 12 concrete concrete ADJ fis-2602 284 13 tests test NOUN fis-2602 284 14 and and CCONJ fis-2602 284 15 improving improve VERB fis-2602 284 16 the the DET fis-2602 284 17 estimate estimate NOUN fis-2602 284 18 of of ADP fis-2602 284 19 the the DET fis-2602 284 20 compressive compressive ADJ fis-2602 284 21 strength strength NOUN fis-2602 284 22 . . PUNCT fis-2602 285 1 construction construction NOUN fis-2602 285 2 and and CCONJ fis-2602 285 3 building building NOUN fis-2602 285 4 materials material NOUN fis-2602 285 5 , , PUNCT fis-2602 285 6 38 38 NUM fis-2602 285 7 , , PUNCT fis-2602 285 8 pp pp ADJ fis-2602 285 9 . . PUNCT fis-2602 285 10 7283 7283 NUM fis-2602 285 11 . . PUNCT fis-2602 286 1 [ [ X fis-2602 286 2 8 8 NUM fis-2602 286 3 ] ] X fis-2602 286 4 pérez pérez NOUN fis-2602 286 5 - - PUNCT fis-2602 286 6 rocha rocha PROPN fis-2602 286 7 , , PUNCT fis-2602 286 8 l. l. PROPN fis-2602 286 9 e. e. PROPN fis-2602 286 10 , , PUNCT fis-2602 286 11 fernández fernández PROPN fis-2602 286 12 , , PUNCT fis-2602 286 13 m. m. NOUN fis-2602 286 14 a. a. PROPN fis-2602 286 15 , , PUNCT fis-2602 286 16 manjarrez manjarrez PROPN fis-2602 286 17 , , PUNCT fis-2602 286 18 l. l. PROPN fis-2602 286 19 e. e. PROPN fis-2602 286 20 , , PUNCT fis-2602 286 21 maldonado maldonado PROPN fis-2602 286 22 , , PUNCT fis-2602 286 23 j. j. PROPN fis-2602 286 24 d.and d.and PROPN fis-2602 286 25 esteva esteva PROPN fis-2602 286 26 , , PUNCT fis-2602 286 27 l l PROPN fis-2602 286 28 ( ( PUNCT fis-2602 286 29 2014 2014 NUM fis-2602 286 30 ) ) PUNCT fis-2602 286 31 . . PUNCT fis-2602 287 1 a a DET fis-2602 287 2 simplified simplified ADJ fis-2602 287 3 methodology methodology NOUN fis-2602 287 4 to to PART fis-2602 287 5 obtain obtain VERB fis-2602 287 6 reliability reliability NOUN fis-2602 287 7 indexes index NOUN fis-2602 287 8 for for ADP fis-2602 287 9 calibration calibration NOUN fis-2602 287 10 of of ADP fis-2602 287 11 design design NOUN fis-2602 287 12 code code NOUN fis-2602 287 13 for for ADP fis-2602 287 14 buildings building NOUN fis-2602 287 15 , , PUNCT fis-2602 287 16 4th 4th ADJ fis-2602 287 17 international international ADJ fis-2602 287 18 conference conference NOUN fis-2602 287 19 on on ADP fis-2602 287 20 computational computational ADJ fis-2602 287 21 methods method NOUN fis-2602 287 22 in in ADP fis-2602 287 23 structural structural ADJ fis-2602 287 24 dynamics dynamic NOUN fis-2602 287 25 and and CCONJ fis-2602 287 26 earthquake earthquake NOUN fis-2602 287 27 engineering engineering NOUN fis-2602 287 28 , , PUNCT fis-2602 287 29 kos kos PROPN fis-2602 287 30 island island PROPN fis-2602 287 31 , , PUNCT fis-2602 287 32 greece greece PROPN fis-2602 287 33 . . PUNCT fis-2602 288 1 [ [ X fis-2602 288 2 9 9 NUM fis-2602 288 3 ] ] SYM fis-2602 288 4 abejide abejide NOUN fis-2602 288 5 , , PUNCT fis-2602 288 6 o. o. PROPN fis-2602 288 7 s. s. PROPN fis-2602 288 8 ( ( PUNCT fis-2602 288 9 2014 2014 NUM fis-2602 288 10 ) ) PUNCT fis-2602 288 11 . . PUNCT fis-2602 289 1 reliability reliability NOUN fis-2602 289 2 analysis analysis NOUN fis-2602 289 3 of of ADP fis-2602 289 4 bending bend VERB fis-2602 289 5 , , PUNCT fis-2602 289 6 shear shear NOUN fis-2602 289 7 and and CCONJ fis-2602 289 8 deflection deflection NOUN fis-2602 289 9 criteria criterion NOUN fis-2602 289 10 of of ADP fis-2602 289 11 reinforced reinforce VERB fis-2602 289 12 concrete concrete ADJ fis-2602 289 13 slabs slab NOUN fis-2602 289 14 . . PUNCT fis-2602 290 1 nigerian nigerian ADJ fis-2602 290 2 journal journal PROPN fis-2602 290 3 of of ADP fis-2602 290 4 technology technology NOUN fis-2602 290 5 , , PUNCT fis-2602 290 6 33(3 33(3 NOUN fis-2602 290 7 ) ) PUNCT fis-2602 290 8 , , PUNCT fis-2602 290 9 pp pp PROPN fis-2602 290 10 . . PUNCT fis-2602 291 1 394 394 NUM fis-2602 291 2 - - SYM fis-2602 291 3 400 400 NUM fis-2602 291 4 . . PUNCT fis-2602 292 1 [ [ X fis-2602 292 2 10 10 NUM fis-2602 292 3 ] ] X fis-2602 292 4 al al PROPN fis-2602 292 5 - - PUNCT fis-2602 292 6 ansari ansari PROPN fis-2602 292 7 , , PUNCT fis-2602 292 8 m. m. NOUN fis-2602 292 9 s. s. PROPN fis-2602 292 10 ( ( PUNCT fis-2602 292 11 2015 2015 NUM fis-2602 292 12 ) ) PUNCT fis-2602 292 13 . . PUNCT fis-2602 293 1 reliability reliability NOUN fis-2602 293 2 and and CCONJ fis-2602 293 3 flexural flexural ADJ fis-2602 293 4 behavior behavior NOUN fis-2602 293 5 of of ADP fis-2602 293 6 triangular triangular NOUN fis-2602 293 7 and and CCONJ fis-2602 293 8 t t NOUN fis-2602 293 9 - - PUNCT fis-2602 293 10 reinforced reinforce VERB fis-2602 293 11 concrete concrete ADJ fis-2602 293 12 beams beam NOUN fis-2602 293 13 . . PUNCT fis-2602 294 1 international international ADJ fis-2602 294 2 journal journal NOUN fis-2602 294 3 of of ADP fis-2602 294 4 advanced advanced ADJ fis-2602 294 5 structural structural ADJ fis-2602 294 6 engineering engineering NOUN fis-2602 294 7 ( ( PUNCT fis-2602 294 8 ijase ijase NOUN fis-2602 294 9 ) ) PUNCT fis-2602 294 10 , , PUNCT fis-2602 294 11 7(4 7(4 NUM fis-2602 294 12 ) ) PUNCT fis-2602 294 13 , , PUNCT fis-2602 294 14 pp pp PROPN fis-2602 294 15 . . PUNCT fis-2602 295 1 377 377 NUM fis-2602 295 2 - - SYM fis-2602 295 3 386 386 NUM fis-2602 295 4 . . PUNCT fis-2602 296 1 [ [ X fis-2602 296 2 11 11 NUM fis-2602 296 3 ] ] X fis-2602 296 4 bastidas bastida NOUN fis-2602 296 5 - - PUNCT fis-2602 296 6 arteaga arteaga NOUN fis-2602 296 7 , , PUNCT fis-2602 296 8 e. e. PROPN fis-2602 296 9 ( ( PUNCT fis-2602 296 10 2018 2018 NUM fis-2602 296 11 ) ) PUNCT fis-2602 296 12 . . PUNCT fis-2602 297 1 reliability reliability NOUN fis-2602 297 2 of of ADP fis-2602 297 3 reinforced reinforce VERB fis-2602 297 4 concrete concrete ADJ fis-2602 297 5 structures structure NOUN fis-2602 297 6 subjected subject VERB fis-2602 297 7 to to ADP fis-2602 297 8 corrosion corrosion NOUN fis-2602 297 9 - - PUNCT fis-2602 297 10 fatigue fatigue NOUN fis-2602 297 11 and and CCONJ fis-2602 297 12 climate climate NOUN fis-2602 297 13 change change NOUN fis-2602 297 14 . . PUNCT fis-2602 298 1 international international ADJ fis-2602 298 2 journal journal NOUN fis-2602 298 3 of of ADP fis-2602 298 4 concrete concrete ADJ fis-2602 298 5 structures structure NOUN fis-2602 298 6 and and CCONJ fis-2602 298 7 materials material NOUN fis-2602 298 8 , , PUNCT fis-2602 298 9 12(1 12(1 NUM fis-2602 298 10 ) ) PUNCT fis-2602 298 11 , , PUNCT fis-2602 298 12 pp pp PROPN fis-2602 298 13 . . PUNCT fis-2602 299 1 10 10 NUM fis-2602 299 2 - - SYM fis-2602 299 3 21 21 NUM fis-2602 299 4 . . PUNCT fis-2602 300 1 t t PROPN fis-2602 300 2 t t PROPN fis-2602 300 3 f. f. PROPN fis-2602 300 4 jafari jafari PROPN fis-2602 300 5 et et PROPN fis-2602 300 6 alii alii PROPN fis-2602 300 7 , , PUNCT fis-2602 300 8 frattura frattura PROPN fis-2602 300 9 ed ed PROPN fis-2602 300 10 integrità integrità PROPN fis-2602 300 11 strutturale strutturale PROPN fis-2602 300 12 , , PUNCT fis-2602 300 13 51 51 NUM fis-2602 300 14 ( ( PUNCT fis-2602 300 15 2020 2020 NUM fis-2602 300 16 ) ) PUNCT fis-2602 300 17 136 136 NUM fis-2602 300 18 - - SYM fis-2602 300 19 150 150 NUM fis-2602 300 20 ; ; PUNCT fis-2602 300 21 doi doi NOUN fis-2602 300 22 : : PUNCT fis-2602 300 23 10.3221 10.3221 NUM fis-2602 300 24 / / SYM fis-2602 300 25 igf igf PROPN fis-2602 300 26 - - ADJ fis-2602 300 27 esis.51.11 esis.51.11 PROPN fis-2602 300 28 150 150 NUM fis-2602 301 1 [ [ X fis-2602 301 2 12 12 NUM fis-2602 301 3 ] ] PUNCT fis-2602 301 4 jafar.f jafar.f PROPN fis-2602 301 5 , , PUNCT fis-2602 301 6 akbari akbari PROPN fis-2602 301 7 . . PROPN fis-2602 301 8 jand jand PROPN fis-2602 301 9 jahanpour jahanpour PROPN fis-2602 301 10 , , PUNCT fis-2602 301 11 a. a. NOUN fis-2602 301 12 ( ( PUNCT fis-2602 301 13 2017 2017 NUM fis-2602 301 14 ) ) PUNCT fis-2602 301 15 . . PUNCT fis-2602 302 1 evaluation evaluation NOUN fis-2602 302 2 of of ADP fis-2602 302 3 safety safety NOUN fis-2602 302 4 index index NOUN fis-2602 302 5 and and CCONJ fis-2602 302 6 calibration calibration NOUN fis-2602 302 7 of of ADP fis-2602 302 8 load load NOUN fis-2602 302 9 and and CCONJ fis-2602 302 10 resistance resistance NOUN fis-2602 302 11 factors factor NOUN fis-2602 302 12 for for ADP fis-2602 302 13 reinforced reinforce VERB fis-2602 302 14 concrete concrete ADJ fis-2602 302 15 beams beam NOUN fis-2602 302 16 under under ADP fis-2602 302 17 bending bending NOUN fis-2602 302 18 , , PUNCT fis-2602 302 19 shear shear NOUN fis-2602 302 20 , , PUNCT fis-2602 302 21 and and CCONJ fis-2602 302 22 torsion torsion NOUN fis-2602 302 23 demands demand NOUN fis-2602 302 24 , , PUNCT fis-2602 302 25 journal journal NOUN fis-2602 302 26 of of ADP fis-2602 302 27 structural structural ADJ fis-2602 302 28 and and CCONJ fis-2602 302 29 constructional constructional ADJ fis-2602 302 30 engineering engineering NOUN fis-2602 302 31 , , PUNCT fis-2602 302 32 3(4 3(4 NUM fis-2602 302 33 ) ) PUNCT fis-2602 302 34 , , PUNCT fis-2602 302 35 pp pp PROPN fis-2602 302 36 . . PUNCT fis-2602 303 1 49 49 NUM fis-2602 303 2 - - SYM fis-2602 303 3 64 64 NUM fis-2602 303 4 . . PUNCT fis-2602 304 1 [ [ X fis-2602 304 2 13 13 NUM fis-2602 304 3 ] ] X fis-2602 304 4 akbari akbari PROPN fis-2602 304 5 , , PUNCT fis-2602 304 6 j.and j.and CCONJ fis-2602 304 7 jafari jafari PROPN fis-2602 304 8 , , PUNCT fis-2602 304 9 f. f. PROPN fis-2602 304 10 ( ( PUNCT fis-2602 304 11 2018 2018 NUM fis-2602 304 12 ) ) PUNCT fis-2602 304 13 . . PUNCT fis-2602 305 1 calibration calibration NOUN fis-2602 305 2 of of ADP fis-2602 305 3 load load NOUN fis-2602 305 4 and and CCONJ fis-2602 305 5 resistance resistance NOUN fis-2602 305 6 factors factor NOUN fis-2602 305 7 for for ADP fis-2602 305 8 reinforced reinforce VERB fis-2602 305 9 concrete concrete NOUN fis-2602 305 10 . . PUNCT fis-2602 306 1 civil civil ADJ fis-2602 306 2 engineering engineering NOUN fis-2602 306 3 infrastructures infrastructure NOUN fis-2602 306 4 journal journal NOUN fis-2602 306 5 , , PUNCT fis-2602 306 6 51(1 51(1 NUM fis-2602 306 7 ) ) PUNCT fis-2602 306 8 , , PUNCT fis-2602 306 9 pp pp ADJ fis-2602 306 10 . . PUNCT fis-2602 307 1 217 217 NUM fis-2602 307 2 - - SYM fis-2602 307 3 227 227 NUM fis-2602 307 4 . . PUNCT fis-2602 308 1 [ [ X fis-2602 308 2 14 14 NUM fis-2602 308 3 ] ] X fis-2602 308 4 słowik słowik PROPN fis-2602 308 5 , , PUNCT fis-2602 308 6 m. m. NOUN fis-2602 308 7 , , PUNCT fis-2602 308 8 skrzypczak skrzypczak PROPN fis-2602 308 9 , , PUNCT fis-2602 308 10 i. i. NOUN fis-2602 308 11 , , PUNCT fis-2602 308 12 kotynia kotynia PROPN fis-2602 308 13 , , PUNCT fis-2602 308 14 r.and r.and PROPN fis-2602 308 15 kaszubska kaszubska PROPN fis-2602 308 16 , , PUNCT fis-2602 308 17 m. m. NOUN fis-2602 308 18 ( ( PUNCT fis-2602 308 19 2017 2017 NUM fis-2602 308 20 ) ) PUNCT fis-2602 308 21 . . PUNCT fis-2602 309 1 the the DET fis-2602 309 2 application application NOUN fis-2602 309 3 of of ADP fis-2602 309 4 a a DET fis-2602 309 5 probabilistic probabilistic ADJ fis-2602 309 6 method method NOUN fis-2602 309 7 to to ADP fis-2602 309 8 the the DET fis-2602 309 9 reliability reliability NOUN fis-2602 309 10 analysis analysis NOUN fis-2602 309 11 of of ADP fis-2602 309 12 longitudinally longitudinally ADV fis-2602 309 13 reinforced reinforce VERB fis-2602 309 14 concrete concrete ADJ fis-2602 309 15 beams beam NOUN fis-2602 309 16 . . PUNCT fis-2602 310 1 procedia procedia PROPN fis-2602 310 2 engineering engineering NOUN fis-2602 310 3 , , PUNCT fis-2602 310 4 193 193 NUM fis-2602 310 5 , , PUNCT fis-2602 310 6 pp pp ADJ fis-2602 310 7 . . PUNCT fis-2602 311 1 273 273 NUM fis-2602 311 2 - - SYM fis-2602 311 3 280 280 NUM fis-2602 311 4 . . PUNCT fis-2602 312 1 [ [ X fis-2602 312 2 15 15 NUM fis-2602 312 3 ] ] X fis-2602 312 4 huang huang PROPN fis-2602 312 5 , , PUNCT fis-2602 312 6 x. x. PROPN fis-2602 312 7 , , PUNCT fis-2602 312 8 sui sui PROPN fis-2602 312 9 , , PUNCT fis-2602 312 10 l. l. PROPN fis-2602 312 11 , , PUNCT fis-2602 312 12 xing xing PROPN fis-2602 312 13 , , PUNCT fis-2602 312 14 f. f. PROPN fis-2602 312 15 , , PUNCT fis-2602 312 16 zhou zhou PROPN fis-2602 312 17 , , PUNCT fis-2602 312 18 y.and y.and NOUN fis-2602 312 19 wu wu PROPN fis-2602 312 20 , , PUNCT fis-2602 312 21 y. y. PROPN fis-2602 312 22 ( ( PUNCT fis-2602 312 23 2019 2019 NUM fis-2602 312 24 ) ) PUNCT fis-2602 312 25 . . PUNCT fis-2602 313 1 reliability reliability NOUN fis-2602 313 2 assessment assessment NOUN fis-2602 313 3 for for ADP fis-2602 313 4 flexural flexural ADJ fis-2602 313 5 frp frp PROPN fis-2602 313 6 - - PUNCT fis-2602 313 7 strengthened strengthen VERB fis-2602 313 8 reinforced reinforce VERB fis-2602 313 9 concrete concrete ADJ fis-2602 313 10 beams beam NOUN fis-2602 313 11 based base VERB fis-2602 313 12 on on ADP fis-2602 313 13 importance importance NOUN fis-2602 313 14 sampling sampling NOUN fis-2602 313 15 . . PUNCT fis-2602 314 1 composites composite VERB fis-2602 314 2 part part NOUN fis-2602 314 3 b b NOUN fis-2602 314 4 : : PUNCT fis-2602 314 5 engineering engineering NOUN fis-2602 314 6 , , PUNCT fis-2602 314 7 156 156 NUM fis-2602 314 8 , , PUNCT fis-2602 314 9 pp pp ADJ fis-2602 314 10 . . PUNCT fis-2602 315 1 378 378 NUM fis-2602 315 2 - - SYM fis-2602 315 3 398 398 NUM fis-2602 315 4 . . PUNCT fis-2602 316 1 [ [ X fis-2602 316 2 16 16 NUM fis-2602 316 3 ] ] X fis-2602 316 4 aci aci PROPN fis-2602 316 5 committee committee PROPN fis-2602 316 6 318 318 NUM fis-2602 316 7 . . PUNCT fis-2602 317 1 ( ( PUNCT fis-2602 317 2 2015 2015 NUM fis-2602 317 3 ) ) PUNCT fis-2602 317 4 . . PUNCT fis-2602 318 1 building build VERB fis-2602 318 2 code code NOUN fis-2602 318 3 requirements requirement NOUN fis-2602 318 4 for for ADP fis-2602 318 5 structural structural ADJ fis-2602 318 6 concrete concrete NOUN fis-2602 318 7 ( ( PUNCT fis-2602 318 8 aci aci PROPN fis-2602 318 9 318m-14 318m-14 NUM fis-2602 318 10 ): ): PUNCT fis-2602 318 11 an an DET fis-2602 318 12 aci aci PROPN fis-2602 318 13 standard standard NOUN fis-2602 318 14 : : PUNCT fis-2602 318 15 commentary commentary NOUN fis-2602 318 16 on on ADP fis-2602 318 17 building build VERB fis-2602 318 18 code code NOUN fis-2602 318 19 requirements requirement NOUN fis-2602 318 20 for for ADP fis-2602 318 21 structural structural ADJ fis-2602 318 22 concrete concrete NOUN fis-2602 318 23 ( ( PUNCT fis-2602 318 24 aci aci PROPN fis-2602 318 25 318m-14 318m-14 NUM fis-2602 318 26 ) ) PUNCT fis-2602 318 27 . . PUNCT fis-2602 319 1 american american PROPN fis-2602 319 2 concrete concrete PROPN fis-2602 319 3 institute institute PROPN fis-2602 319 4 . . PUNCT fis-2602 320 1 [ [ X fis-2602 320 2 17 17 NUM fis-2602 320 3 ] ] X fis-2602 320 4 ellingwood ellingwood PROPN fis-2602 320 5 , , PUNCT fis-2602 320 6 b. b. PROPN fis-2602 320 7 , , PUNCT fis-2602 320 8 macgregor macgregor PROPN fis-2602 320 9 , , PUNCT fis-2602 320 10 j. j. PROPN fis-2602 320 11 g. g. PROPN fis-2602 320 12 , , PUNCT fis-2602 320 13 galambos galambo NOUN fis-2602 320 14 , , PUNCT fis-2602 320 15 t. t. PROPN fis-2602 320 16 v.and v.and PROPN fis-2602 320 17 cornell cornell PROPN fis-2602 320 18 , , PUNCT fis-2602 320 19 c. c. PROPN fis-2602 320 20 a. a. PROPN fis-2602 320 21 ( ( PUNCT fis-2602 320 22 1982 1982 NUM fis-2602 320 23 ) ) PUNCT fis-2602 320 24 . . PUNCT fis-2602 321 1 probability probability NOUN fis-2602 321 2 - - PUNCT fis-2602 321 3 based base VERB fis-2602 321 4 load load NOUN fis-2602 321 5 criteria criterion NOUN fis-2602 321 6 : : PUNCT fis-2602 321 7 load load VERB fis-2602 321 8 factors factor NOUN fis-2602 321 9 and and CCONJ fis-2602 321 10 load load NOUN fis-2602 321 11 combinations combination NOUN fis-2602 321 12 . . PUNCT fis-2602 322 1 journal journal NOUN fis-2602 322 2 of of ADP fis-2602 322 3 the the DET fis-2602 322 4 structural structural ADJ fis-2602 322 5 division division NOUN fis-2602 322 6 , , PUNCT fis-2602 322 7 108(5 108(5 NUM fis-2602 322 8 ) ) PUNCT fis-2602 322 9 , , PUNCT fis-2602 322 10 pp pp PROPN fis-2602 322 11 . . PUNCT fis-2602 323 1 978 978 NUM fis-2602 323 2 - - SYM fis-2602 323 3 997 997 NUM fis-2602 323 4 . . PUNCT fis-2602 324 1 [ [ X fis-2602 324 2 18 18 NUM fis-2602 324 3 ] ] X fis-2602 324 4 nowak nowak PROPN fis-2602 324 5 , , PUNCT fis-2602 324 6 a. a. PROPN fis-2602 324 7 s.and s.and PROPN fis-2602 324 8 collins collins PROPN fis-2602 324 9 , , PUNCT fis-2602 324 10 k. k. PROPN fis-2602 324 11 r. r. PROPN fis-2602 324 12 ( ( PUNCT fis-2602 324 13 2012 2012 NUM fis-2602 324 14 ) ) PUNCT fis-2602 324 15 . . PUNCT fis-2602 325 1 reliability reliability NOUN fis-2602 325 2 of of ADP fis-2602 325 3 structures structure NOUN fis-2602 325 4 . . PUNCT fis-2602 326 1 crc crc NOUN fis-2602 326 2 press press PROPN fis-2602 326 3 . . PUNCT fis-2602 327 1 [ [ X fis-2602 327 2 19 19 NUM fis-2602 327 3 ] ] PUNCT fis-2602 327 4 choi choi NOUN fis-2602 327 5 , , PUNCT fis-2602 327 6 s. s. PROPN fis-2602 327 7 k. k. PROPN fis-2602 327 8 , , PUNCT fis-2602 327 9 grandhi grandhi PROPN fis-2602 327 10 , , PUNCT fis-2602 327 11 r.and r.and PROPN fis-2602 327 12 canfield canfield PROPN fis-2602 327 13 , , PUNCT fis-2602 327 14 r. r. PROPN fis-2602 327 15 a. a. PROPN fis-2602 327 16 ( ( PUNCT fis-2602 327 17 2006 2006 NUM fis-2602 327 18 ) ) PUNCT fis-2602 327 19 . . PUNCT fis-2602 328 1 reliability reliability NOUN fis-2602 328 2 - - PUNCT fis-2602 328 3 based base VERB fis-2602 328 4 structural structural ADJ fis-2602 328 5 design design NOUN fis-2602 328 6 . . PUNCT fis-2602 329 1 springer springer NOUN fis-2602 329 2 science science PROPN fis-2602 329 3 & & CCONJ fis-2602 329 4 business business NOUN fis-2602 329 5 media medium NOUN fis-2602 329 6 . . PUNCT fis-2602 330 1 [ [ X fis-2602 330 2 20 20 NUM fis-2602 330 3 ] ] X fis-2602 330 4 mirza mirza PROPN fis-2602 330 5 , , PUNCT fis-2602 330 6 s. s. PROPN fis-2602 330 7 a. a. PROPN fis-2602 330 8 ( ( PUNCT fis-2602 330 9 1998 1998 NUM fis-2602 330 10 ) ) PUNCT fis-2602 330 11 . . PUNCT fis-2602 331 1 monte monte PROPN fis-2602 331 2 carlo carlo PROPN fis-2602 331 3 simulation simulation PROPN fis-2602 331 4 of of ADP fis-2602 331 5 dispersions dispersion NOUN fis-2602 331 6 in in ADP fis-2602 331 7 composite composite ADJ fis-2602 331 8 steel steel NOUN fis-2602 331 9 - - PUNCT fis-2602 331 10 concrete concrete ADJ fis-2602 331 11 column column NOUN fis-2602 331 12 strength strength NOUN fis-2602 331 13 interaction interaction NOUN fis-2602 331 14 . . PUNCT fis-2602 332 1 engineering engineering NOUN fis-2602 332 2 structures structure NOUN fis-2602 332 3 , , PUNCT fis-2602 332 4 20(1 20(1 NUM fis-2602 332 5 - - SYM fis-2602 332 6 2 2 NUM fis-2602 332 7 ) ) PUNCT fis-2602 332 8 , , PUNCT fis-2602 333 1 pp pp PROPN fis-2602 333 2 . . PUNCT fis-2602 334 1 97 97 NUM fis-2602 334 2 - - SYM fis-2602 334 3 104 104 NUM fis-2602 334 4 . . PUNCT fis-2602 335 1 [ [ X fis-2602 335 2 21 21 NUM fis-2602 335 3 ] ] X fis-2602 335 4 matlab matlab PROPN fis-2602 335 5 ( ( PUNCT fis-2602 335 6 2016 2016 NUM fis-2602 335 7 ) ) PUNCT fis-2602 335 8 , , PUNCT fis-2602 335 9 the the DET fis-2602 335 10 mathworks mathworks PROPN fis-2602 335 11 , , PUNCT fis-2602 335 12 inc inc PROPN fis-2602 335 13 . . PROPN fis-2602 335 14 , , PUNCT fis-2602 335 15 natick natick NOUN fis-2602 335 16 , , PUNCT fis-2602 335 17 release release VERB fis-2602 335 18 2016 2016 NUM fis-2602 335 19 . . PUNCT fis-2602 336 1 [ [ X fis-2602 336 2 22 22 NUM fis-2602 336 3 ] ] X fis-2602 336 4 badarloo badarloo NOUN fis-2602 336 5 , , PUNCT fis-2602 336 6 b.and b.and CCONJ fis-2602 336 7 jafari jafari PROPN fis-2602 336 8 , , PUNCT fis-2602 336 9 f. f. PROPN fis-2602 336 10 ( ( PUNCT fis-2602 336 11 2019 2019 NUM fis-2602 336 12 ) ) PUNCT fis-2602 336 13 . . PUNCT fis-2602 337 1 numerical numerical PROPN fis-2602 337 2 study study PROPN fis-2602 337 3 on on ADP fis-2602 337 4 the the DET fis-2602 337 5 effect effect NOUN fis-2602 337 6 of of ADP fis-2602 337 7 concrete concrete ADJ fis-2602 337 8 grade grade NOUN fis-2602 337 9 on on ADP fis-2602 337 10 the the DET fis-2602 337 11 cft cft PROPN fis-2602 337 12 circular circular ADJ fis-2602 337 13 column column NOUN fis-2602 337 14 ’s ’s PART fis-2602 337 15 behavior behavior NOUN fis-2602 337 16 under under ADP fis-2602 337 17 axial axial ADJ fis-2602 337 18 load load NOUN fis-2602 337 19 . . PUNCT fis-2602 338 1 civil civil ADJ fis-2602 338 2 engineering engineering NOUN fis-2602 338 3 journal journal NOUN fis-2602 338 4 , , PUNCT fis-2602 338 5 5(11 5(11 NUM fis-2602 338 6 ) ) PUNCT fis-2602 338 7 , , PUNCT fis-2602 338 8 pp pp PROPN fis-2602 338 9 . . PUNCT fis-2602 339 1 2359 2359 NUM fis-2602 339 2 - - SYM fis-2602 339 3 2376 2376 NUM fis-2602 339 4 . . PUNCT fis-2602 340 1 < < X fis-2602 340 2 < < X fis-2602 340 3 /ascii85encodepages /ascii85encodepage NOUN fis-2602 340 4 false false ADJ fis-2602 340 5 /allowtransparency /allowtransparency NOUN fis-2602 340 6 false false ADJ fis-2602 340 7 /autopositionepsfiles /autopositionepsfile NOUN fis-2602 340 8 true true ADJ fis-2602 340 9 /autorotatepages /autorotatepage NOUN fis-2602 340 10 /none /none PUNCT fis-2602 340 11 /binding /binding PUNCT fis-2602 340 12 /left /left ADJ fis-2602 341 1 /calgrayprofile /calgrayprofile VERB fis-2602 341 2 ( ( PUNCT fis-2602 341 3 dot dot NOUN fis-2602 341 4 gain gain NOUN fis-2602 341 5 20 20 NUM fis-2602 341 6 % % NOUN fis-2602 341 7 ) ) PUNCT fis-2602 341 8 /calrgbprofile /calrgbprofile PUNCT fis-2602 342 1 ( ( PUNCT fis-2602 342 2 srgb srgb PROPN fis-2602 342 3 iec61966 iec61966 NOUN fis-2602 342 4 - - PUNCT fis-2602 342 5 2.1 2.1 NUM fis-2602 342 6 ) ) PUNCT fis-2602 342 7 /calcmykprofile /calcmykprofile PUNCT fis-2602 343 1 ( ( PUNCT fis-2602 343 2 u.s u.s PROPN fis-2602 343 3 . . PROPN fis-2602 343 4 web web NOUN fis-2602 343 5 coated coat VERB fis-2602 343 6 \050swop\051 \050swop\051 ADJ fis-2602 343 7 v2 v2 NOUN fis-2602 343 8 ) ) PUNCT fis-2602 343 9 /srgbprofile /srgbprofile PUNCT fis-2602 343 10 ( ( PUNCT fis-2602 343 11 srgb srgb PROPN fis-2602 343 12 iec61966 iec61966 NOUN fis-2602 343 13 - - PUNCT fis-2602 343 14 2.1 2.1 NUM fis-2602 343 15 ) ) PUNCT fis-2602 343 16 /cannotembedfontpolicy /cannotembedfontpolicy PUNCT fis-2602 344 1 /error /error INTJ fis-2602 344 2 /compatibilitylevel /compatibilitylevel NOUN fis-2602 345 1 1.4 1.4 NUM fis-2602 345 2 /compressobjects /compressobject NOUN fis-2602 345 3 /tags /tag VERB fis-2602 345 4 /compresspages /compresspage NOUN fis-2602 345 5 true true ADJ fis-2602 345 6 /convertimagestoindexed /convertimagestoindexed ADJ fis-2602 345 7 true true ADJ fis-2602 345 8 /passthroughjpegimages /passthroughjpegimage NOUN fis-2602 345 9 true true ADJ fis-2602 345 10 /createjobticket /createjobticket NOUN fis-2602 345 11 false false ADJ fis-2602 345 12 /defaultrenderingintent /defaultrenderingintent NOUN fis-2602 345 13 /default /default PUNCT fis-2602 345 14 /detectblends /detectblend NOUN fis-2602 345 15 true true ADJ fis-2602 345 16 /detectcurves /detectcurve VERB fis-2602 346 1 0.0000 0.0000 NUM fis-2602 346 2 /colorconversionstrategy /colorconversionstrategy NOUN fis-2602 346 3 /cmyk /cmyk PUNCT fis-2602 347 1 /dothumbnails /dothumbnail VERB fis-2602 348 1 false false ADJ fis-2602 348 2 /embedallfonts /embedallfont NOUN fis-2602 348 3 true true ADJ fis-2602 348 4 /embedopentype /embedopentype PUNCT fis-2602 348 5 false false ADJ fis-2602 348 6 /parseiccprofilesincomments /parseiccprofilesincomment NOUN fis-2602 348 7 true true ADJ fis-2602 348 8 /embedjoboptions /embedjoboption NOUN fis-2602 348 9 true true ADJ fis-2602 348 10 /dscreportinglevel /dscreportinglevel NOUN fis-2602 348 11 0 0 NUM fis-2602 348 12 /emitdscwarnings /emitdscwarning NOUN fis-2602 348 13 false false ADJ fis-2602 348 14 /endpage /endpage NOUN fis-2602 348 15 -1 -1 NOUN fis-2602 348 16 /imagememory /imagememory NUM fis-2602 348 17 1048576 1048576 NUM fis-2602 348 18 /lockdistillerparams /lockdistillerparams NOUN fis-2602 348 19 false false ADJ fis-2602 348 20 /maxsubsetpct /maxsubsetpct ADJ fis-2602 348 21 100 100 NUM fis-2602 348 22 /optimize /optimize NOUN fis-2602 348 23 true true ADJ fis-2602 348 24 /opm /opm NOUN fis-2602 348 25 1 1 NUM fis-2602 348 26 /parsedsccomments /parsedsccomment NOUN fis-2602 348 27 true true ADJ fis-2602 348 28 /parsedsccommentsfordocinfo /parsedsccommentsfordocinfo VERB fis-2602 348 29 true true ADJ fis-2602 348 30 /preservecopypage /preservecopypage NOUN fis-2602 348 31 true true ADJ fis-2602 348 32 /preservedicmykvalues /preservedicmykvalue NOUN fis-2602 348 33 true true ADJ fis-2602 348 34 /preserveepsinfo /preserveepsinfo NOUN fis-2602 348 35 true true ADJ fis-2602 348 36 /preserveflatness /preserveflatness NOUN fis-2602 348 37 true true ADJ fis-2602 348 38 /preservehalftoneinfo /preservehalftoneinfo PUNCT fis-2602 348 39 false false ADJ fis-2602 348 40 /preserveopicomments /preserveopicomment NOUN fis-2602 348 41 true true ADJ fis-2602 348 42 /preserveoverprintsettings /preserveoverprintsetting NOUN fis-2602 348 43 true true ADJ fis-2602 348 44 /startpage /startpage NOUN fis-2602 348 45 1 1 NUM fis-2602 348 46 /subsetfonts /subsetfont NOUN fis-2602 348 47 true true ADJ fis-2602 348 48 /transferfunctioninfo /transferfunctioninfo PUNCT fis-2602 348 49 /apply /apply PUNCT fis-2602 348 50 /ucrandbginfo /ucrandbginfo PUNCT fis-2602 349 1 /preserve /preserve NOUN fis-2602 349 2 /useprologue /useprologue NOUN fis-2602 349 3 false false ADJ fis-2602 349 4 /colorsettingsfile /colorsettingsfile NOUN fis-2602 349 5 ( ( PUNCT fis-2602 349 6 ) ) PUNCT fis-2602 349 7 /alwaysembed /alwaysembe VERB fis-2602 349 8 [ [ PUNCT fis-2602 349 9 true true ADJ fis-2602 349 10 ] ] PUNCT fis-2602 349 11 /neverembed /neverembed PUNCT fis-2602 350 1 [ [ PUNCT fis-2602 350 2 true true ADJ fis-2602 350 3 ] ] PUNCT fis-2602 350 4 /antialiascolorimages /antialiascolorimages X fis-2602 350 5 false false ADJ fis-2602 350 6 /cropcolorimages /cropcolorimages PUNCT fis-2602 350 7 true true ADJ fis-2602 350 8 /colorimageminresolution /colorimageminresolution PUNCT fis-2602 350 9 300 300 NUM fis-2602 350 10 /colorimageminresolutionpolicy /colorimageminresolutionpolicy NOUN fis-2602 350 11 /ok /ok ADJ fis-2602 351 1 /downsamplecolorimages /downsamplecolorimage VERB fis-2602 352 1 true true ADJ fis-2602 352 2 /colorimagedownsampletype /colorimagedownsampletype PUNCT fis-2602 352 3 /bicubic /bicubic NOUN fis-2602 352 4 /colorimageresolution /colorimageresolution NOUN fis-2602 353 1 300 300 NUM fis-2602 353 2 /colorimagedepth /colorimagedepth PRON fis-2602 353 3 -1 -1 INTJ fis-2602 353 4 /colorimagemindownsampledepth /colorimagemindownsampledepth SYM fis-2602 353 5 1 1 NUM fis-2602 353 6 /colorimagedownsamplethreshold /colorimagedownsamplethreshold SYM fis-2602 353 7 1.50000 1.50000 NUM fis-2602 353 8 /encodecolorimages /encodecolorimage NOUN fis-2602 353 9 true true ADJ fis-2602 353 10 /colorimagefilter /colorimagefilter PUNCT fis-2602 353 11 /dctencode /dctencode PUNCT fis-2602 354 1 /autofiltercolorimages /autofiltercolorimage NOUN fis-2602 354 2 true true ADJ fis-2602 354 3 /colorimageautofilterstrategy /colorimageautofilterstrategy PUNCT fis-2602 354 4 /jpeg /jpeg PUNCT fis-2602 354 5 /coloracsimagedict /coloracsimagedict PUNCT fis-2602 355 1 < < X fis-2602 355 2 < < X fis-2602 355 3 /qfactor /qfactor NOUN fis-2602 355 4 0.15 0.15 NUM fis-2602 355 5 /hsamples /hsample NOUN fis-2602 356 1 [ [ X fis-2602 356 2 1 1 NUM fis-2602 356 3 1 1 NUM fis-2602 356 4 1 1 NUM fis-2602 356 5 1 1 NUM fis-2602 356 6 ] ] PUNCT fis-2602 356 7 /vsamples /vsample NOUN fis-2602 357 1 [ [ X fis-2602 357 2 1 1 NUM fis-2602 357 3 1 1 NUM fis-2602 357 4 1 1 NUM fis-2602 357 5 1 1 NUM fis-2602 357 6 ] ] PUNCT fis-2602 357 7 > > PUNCT fis-2602 357 8 > > X fis-2602 357 9 /colorimagedict /colorimagedict PUNCT fis-2602 358 1 < < X fis-2602 358 2 < < X fis-2602 358 3 /qfactor /qfactor NOUN fis-2602 358 4 0.15 0.15 NUM fis-2602 358 5 /hsamples /hsample NOUN fis-2602 359 1 [ [ X fis-2602 359 2 1 1 NUM fis-2602 359 3 1 1 NUM fis-2602 359 4 1 1 NUM fis-2602 359 5 1 1 NUM fis-2602 359 6 ] ] PUNCT fis-2602 359 7 /vsamples /vsample NOUN fis-2602 360 1 [ [ X fis-2602 360 2 1 1 NUM fis-2602 360 3 1 1 NUM fis-2602 360 4 1 1 NUM fis-2602 360 5 1 1 NUM fis-2602 360 6 ] ] PUNCT fis-2602 360 7 > > PUNCT fis-2602 360 8 > > X fis-2602 360 9 /jpeg2000coloracsimagedict /jpeg2000coloracsimagedict PUNCT fis-2602 361 1 < < X fis-2602 361 2 < < X fis-2602 361 3 /tilewidth /tilewidth PUNCT fis-2602 361 4 256 256 NUM fis-2602 361 5 /tileheight /tileheight NUM fis-2602 361 6 256 256 NUM fis-2602 361 7 /quality /quality NOUN fis-2602 361 8 30 30 NUM fis-2602 361 9 > > PUNCT fis-2602 361 10 > > X fis-2602 361 11 /jpeg2000colorimagedict /jpeg2000colorimagedict PUNCT fis-2602 361 12 < < X fis-2602 361 13 < < X fis-2602 361 14 /tilewidth /tilewidth PUNCT fis-2602 361 15 256 256 NUM fis-2602 361 16 /tileheight /tileheight NUM fis-2602 361 17 256 256 NUM fis-2602 361 18 /quality /quality NOUN fis-2602 361 19 30 30 NUM fis-2602 361 20 > > PUNCT fis-2602 361 21 > > X fis-2602 361 22 /antialiasgrayimages /antialiasgrayimages X fis-2602 361 23 false false ADJ fis-2602 361 24 /cropgrayimages /cropgrayimage NOUN fis-2602 361 25 true true ADJ fis-2602 361 26 /grayimageminresolution /grayimageminresolution ADV fis-2602 361 27 300 300 NUM fis-2602 361 28 /grayimageminresolutionpolicy /grayimageminresolutionpolicy NOUN fis-2602 361 29 /ok /ok ADJ fis-2602 361 30 /downsamplegrayimages /downsamplegrayimages PUNCT fis-2602 362 1 true true ADJ fis-2602 362 2 /grayimagedownsampletype /grayimagedownsampletype INTJ fis-2602 362 3 /bicubic /bicubic NOUN fis-2602 362 4 /grayimageresolution /grayimageresolution NOUN fis-2602 362 5 300 300 NUM fis-2602 362 6 /grayimagedepth /grayimagedepth PUNCT fis-2602 362 7 -1 -1 PUNCT fis-2602 362 8 /grayimagemindownsampledepth /grayimagemindownsampledepth PUNCT fis-2602 363 1 2 2 NUM fis-2602 363 2 /grayimagedownsamplethreshold /grayimagedownsamplethreshold NUM fis-2602 363 3 1.50000 1.50000 NUM fis-2602 363 4 /encodegrayimages /encodegrayimage NOUN fis-2602 363 5 true true ADJ fis-2602 363 6 /grayimagefilter /grayimagefilter NOUN fis-2602 363 7 /dctencode /dctencode PUNCT fis-2602 364 1 /autofiltergrayimages /autofiltergrayimages VERB fis-2602 364 2 true true ADJ fis-2602 364 3 /grayimageautofilterstrategy /grayimageautofilterstrategy INTJ fis-2602 364 4 /jpeg /jpeg PUNCT fis-2602 364 5 /grayacsimagedict /grayacsimagedict PUNCT fis-2602 365 1 < < X fis-2602 365 2 < < X fis-2602 365 3 /qfactor /qfactor NOUN fis-2602 365 4 0.15 0.15 NUM fis-2602 365 5 /hsamples /hsample NOUN fis-2602 366 1 [ [ X fis-2602 366 2 1 1 NUM fis-2602 366 3 1 1 NUM fis-2602 366 4 1 1 NUM fis-2602 366 5 1 1 NUM fis-2602 366 6 ] ] PUNCT fis-2602 366 7 /vsamples /vsample NOUN fis-2602 367 1 [ [ X fis-2602 367 2 1 1 NUM fis-2602 367 3 1 1 NUM fis-2602 367 4 1 1 NUM fis-2602 367 5 1 1 NUM fis-2602 367 6 ] ] PUNCT fis-2602 367 7 > > PUNCT fis-2602 367 8 > > X fis-2602 367 9 /grayimagedict /grayimagedict PUNCT fis-2602 368 1 < < X fis-2602 368 2 < < X fis-2602 368 3 /qfactor /qfactor NOUN fis-2602 368 4 0.15 0.15 NUM fis-2602 368 5 /hsamples /hsample NOUN fis-2602 369 1 [ [ X fis-2602 369 2 1 1 NUM fis-2602 369 3 1 1 NUM fis-2602 369 4 1 1 NUM fis-2602 369 5 1 1 NUM fis-2602 369 6 ] ] PUNCT fis-2602 369 7 /vsamples /vsample NOUN fis-2602 370 1 [ [ X fis-2602 370 2 1 1 NUM fis-2602 370 3 1 1 NUM fis-2602 370 4 1 1 NUM fis-2602 370 5 1 1 NUM fis-2602 370 6 ] ] PUNCT fis-2602 370 7 > > X fis-2602 370 8 > > X fis-2602 370 9 /jpeg2000grayacsimagedict /jpeg2000grayacsimagedict PUNCT fis-2602 371 1 < < X fis-2602 371 2 < < X fis-2602 371 3 /tilewidth /tilewidth PUNCT fis-2602 371 4 256 256 NUM fis-2602 371 5 /tileheight /tileheight NUM fis-2602 371 6 256 256 NUM fis-2602 371 7 /quality /quality NOUN fis-2602 371 8 30 30 NUM fis-2602 371 9 > > PUNCT fis-2602 371 10 > > X fis-2602 371 11 /jpeg2000grayimagedict /jpeg2000grayimagedict PUNCT fis-2602 371 12 < < X fis-2602 371 13 < < X fis-2602 371 14 /tilewidth /tilewidth PUNCT fis-2602 371 15 256 256 NUM fis-2602 371 16 /tileheight /tileheight NUM fis-2602 371 17 256 256 NUM fis-2602 371 18 /quality /quality NOUN fis-2602 371 19 30 30 NUM fis-2602 371 20 > > PUNCT fis-2602 371 21 > > X fis-2602 371 22 /antialiasmonoimages /antialiasmonoimage NOUN fis-2602 371 23 false false ADJ fis-2602 371 24 /cropmonoimages /cropmonoimage NOUN fis-2602 371 25 true true ADJ fis-2602 371 26 /monoimageminresolution /monoimageminresolution NUM fis-2602 371 27 1200 1200 NUM fis-2602 371 28 /monoimageminresolutionpolicy /monoimageminresolutionpolicy PUNCT fis-2602 372 1 /ok /ok PROPN fis-2602 372 2 /downsamplemonoimages /downsamplemonoimage VERB fis-2602 373 1 true true ADJ fis-2602 373 2 /monoimagedownsampletype /monoimagedownsampletype PUNCT fis-2602 373 3 /bicubic /bicubic NOUN fis-2602 373 4 /monoimageresolution /monoimageresolution NOUN fis-2602 373 5 1200 1200 NUM fis-2602 373 6 /monoimagedepth /monoimagedepth PRON fis-2602 373 7 -1 -1 PUNCT fis-2602 374 1 /monoimagedownsamplethreshold /monoimagedownsamplethreshold PUNCT fis-2602 374 2 1.50000 1.50000 NUM fis-2602 374 3 /encodemonoimages /encodemonoimage NOUN fis-2602 374 4 true true ADJ fis-2602 374 5 /monoimagefilter /monoimagefilter ADP fis-2602 374 6 /ccittfaxencode /ccittfaxencode INTJ fis-2602 374 7 /monoimagedict /monoimagedict PUNCT fis-2602 375 1 < < X fis-2602 375 2 < < X fis-2602 375 3 /k /k PUNCT fis-2602 375 4 -1 -1 INTJ fis-2602 375 5 > > PUNCT fis-2602 375 6 > > X fis-2602 375 7 /allowpsxobjects /allowpsxobjects PROPN fis-2602 375 8 false false ADJ fis-2602 375 9 /checkcompliance /checkcompliance NOUN fis-2602 375 10 [ [ PUNCT fis-2602 375 11 /none /none X fis-2602 375 12 ] ] PUNCT fis-2602 375 13 /pdfx1acheck /pdfx1acheck PUNCT fis-2602 375 14 false false ADJ fis-2602 375 15 /pdfx3check /pdfx3check PUNCT fis-2602 375 16 false false ADJ fis-2602 375 17 /pdfxcompliantpdfonly /pdfxcompliantpdfonly ADV fis-2602 375 18 false false ADJ fis-2602 375 19 /pdfxnotrimboxerror /pdfxnotrimboxerror NOUN fis-2602 375 20 true true ADJ fis-2602 375 21 /pdfxtrimboxtomediaboxoffset /pdfxtrimboxtomediaboxoffset NOUN fis-2602 375 22 [ [ PUNCT fis-2602 375 23 0.00000 0.00000 NUM fis-2602 375 24 0.00000 0.00000 NUM fis-2602 375 25 0.00000 0.00000 NUM fis-2602 375 26 0.00000 0.00000 NUM fis-2602 375 27 ] ] PUNCT fis-2602 375 28 /pdfxsetbleedboxtomediabox /pdfxsetbleedboxtomediabox PUNCT fis-2602 376 1 true true ADJ fis-2602 376 2 /pdfxbleedboxtotrimboxoffset /pdfxbleedboxtotrimboxoffset PUNCT fis-2602 376 3 [ [ PUNCT fis-2602 376 4 0.00000 0.00000 NUM fis-2602 376 5 0.00000 0.00000 NUM fis-2602 376 6 0.00000 0.00000 NUM fis-2602 376 7 0.00000 0.00000 NUM fis-2602 376 8 ] ] PUNCT fis-2602 376 9 /pdfxoutputintentprofile /pdfxoutputintentprofile PUNCT fis-2602 377 1 ( ( PUNCT fis-2602 377 2 ) ) PUNCT fis-2602 377 3 /pdfxoutputconditionidentifier /pdfxoutputconditionidentifi ADJ fis-2602 377 4 ( ( PUNCT fis-2602 377 5 ) ) PUNCT fis-2602 377 6 /pdfxoutputcondition /pdfxoutputcondition PRON fis-2602 377 7 ( ( PUNCT fis-2602 377 8 ) ) PUNCT fis-2602 377 9 /pdfxregistryname /pdfxregistryname PUNCT fis-2602 377 10 ( ( PUNCT fis-2602 377 11 ) ) PUNCT fis-2602 377 12 /pdfxtrapped /pdfxtrapped PUNCT fis-2602 377 13 /false /false INTJ fis-2602 378 1 /createjdffile /createjdffile INTJ fis-2602 378 2 false false ADJ fis-2602 378 3 /description /description NOUN fis-2602 379 1 < < X fis-2602 379 2 < < X fis-2602 379 3 /ara /ara PUNCT fis-2602 379 4 < < X fis-2602 379 5 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X fis-2602 387 11 > > X fis-2602 387 12 /hrv /hrv PROPN fis-2602 388 1 ( ( PUNCT fis-2602 388 2 za za PROPN fis-2602 388 3 stvaranje stvaranje PROPN fis-2602 388 4 adobe adobe PROPN fis-2602 388 5 pdf pdf PROPN fis-2602 388 6 dokumenata dokumenata PROPN fis-2602 388 7 najpogodnijih najpogodnijih PROPN fis-2602 388 8 za za PROPN fis-2602 388 9 visokokvalitetni visokokvalitetni VERB fis-2602 388 10 ispis ispis ADJ fis-2602 388 11 prije prije NOUN fis-2602 388 12 tiskanja tiskanja PROPN fis-2602 388 13 koristite koristite PROPN fis-2602 388 14 ove ove NOUN fis-2602 388 15 postavke postavke NOUN fis-2602 388 16 . . 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PUNCT fis-2602 390 9 ) ) PUNCT fis-2602 391 1 /hun /hun PUNCT fis-2602 392 1 < < X fis-2602 392 2 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398 1 ( ( PUNCT fis-2602 398 2 gebruik gebruik NOUN fis-2602 398 3 deze deze PROPN fis-2602 398 4 instellingen instellingen PROPN fis-2602 398 5 om om PROPN fis-2602 398 6 adobe adobe PROPN fis-2602 398 7 pdf pdf PROPN fis-2602 398 8 - - PUNCT fis-2602 398 9 documenten documenten NOUN fis-2602 398 10 te te ADP fis-2602 398 11 maken maken PROPN fis-2602 398 12 die die PROPN fis-2602 398 13 zijn zijn PROPN fis-2602 398 14 geoptimaliseerd geoptimaliseerd PROPN fis-2602 398 15 voor voor NOUN fis-2602 398 16 prepress prepress NOUN fis-2602 398 17 - - PUNCT fis-2602 398 18 afdrukken afdrukken VERB fis-2602 398 19 van van PROPN fis-2602 398 20 hoge hoge PROPN fis-2602 398 21 kwaliteit kwaliteit PROPN fis-2602 398 22 . . 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these these DET fis-2602 404 20 settings setting NOUN fis-2602 404 21 to to PART fis-2602 404 22 create create VERB fis-2602 404 23 adobe adobe PROPN fis-2602 404 24 pdf pdf PROPN fis-2602 404 25 documents document NOUN fis-2602 404 26 best well ADV fis-2602 404 27 suited suit VERB fis-2602 404 28 for for ADP fis-2602 404 29 high high ADJ fis-2602 404 30 - - PUNCT fis-2602 404 31 quality quality NOUN fis-2602 404 32 prepress prepress NOUN fis-2602 404 33 printing printing NOUN fis-2602 404 34 . . PUNCT fis-2602 405 1 created create VERB fis-2602 405 2 pdf pdf NOUN fis-2602 405 3 documents document NOUN fis-2602 405 4 can can AUX fis-2602 405 5 be be AUX fis-2602 405 6 opened open VERB fis-2602 405 7 with with ADP fis-2602 405 8 acrobat acrobat PROPN fis-2602 405 9 and and CCONJ fis-2602 405 10 adobe adobe PROPN fis-2602 405 11 reader reader PROPN fis-2602 405 12 5.0 5.0 NUM fis-2602 405 13 and and CCONJ fis-2602 405 14 later later ADV fis-2602 405 15 . . PUNCT fis-2602 405 16 ) ) PUNCT fis-2602 406 1 > > PUNCT fis-2602 406 2 > > X fis-2602 406 3 /namespace /namespace PUNCT fis-2602 407 1 [ [ PUNCT fis-2602 407 2 ( ( PUNCT fis-2602 407 3 adobe adobe PROPN fis-2602 407 4 ) ) PUNCT fis-2602 407 5 ( ( PUNCT fis-2602 407 6 common common ADJ fis-2602 407 7 ) ) PUNCT fis-2602 407 8 ( ( PUNCT fis-2602 407 9 1.0 1.0 NUM fis-2602 407 10 ) ) PUNCT fis-2602 407 11 ] ] PUNCT fis-2602 408 1 /othernamespaces /othernamespace VERB fis-2602 408 2 [ [ PUNCT fis-2602 408 3 < < X fis-2602 408 4 < < X fis-2602 408 5 /asreaderspreads /asreaderspreads X fis-2602 408 6 false false ADJ fis-2602 408 7 /cropimagestoframes /cropimagestoframe NOUN fis-2602 408 8 true true ADJ fis-2602 408 9 /errorcontrol /errorcontrol NOUN fis-2602 409 1 /warnandcontinue /warnandcontinue PUNCT fis-2602 409 2 /flattenerignorespreadoverrides /flattenerignorespreadoverride NOUN fis-2602 409 3 false false ADJ fis-2602 409 4 /includeguidesgrids /includeguidesgrid NOUN fis-2602 409 5 false false ADJ fis-2602 409 6 /includenonprinting /includenonprinting NOUN fis-2602 409 7 false false ADJ fis-2602 409 8 /includeslug /includeslug INTJ fis-2602 409 9 false false ADJ fis-2602 409 10 /namespace /namespace NOUN fis-2602 410 1 [ [ PUNCT fis-2602 410 2 ( ( PUNCT fis-2602 410 3 adobe adobe PROPN fis-2602 410 4 ) ) PUNCT fis-2602 410 5 ( ( PUNCT fis-2602 410 6 indesign indesign NOUN fis-2602 410 7 ) ) PUNCT fis-2602 410 8 ( ( PUNCT fis-2602 410 9 4.0 4.0 NUM fis-2602 410 10 ) ) PUNCT fis-2602 410 11 ] ] PUNCT fis-2602 410 12 /omitplacedbitmaps /omitplacedbitmaps PUNCT fis-2602 411 1 false false ADJ fis-2602 411 2 /omitplacedeps /omitplacedeps INTJ fis-2602 411 3 false false ADJ fis-2602 411 4 /omitplacedpdf /omitplacedpdf PUNCT fis-2602 411 5 false false ADJ fis-2602 411 6 /simulateoverprint /simulateoverprint NOUN fis-2602 411 7 /legacy /legacy PUNCT fis-2602 412 1 > > PUNCT fis-2602 412 2 > > X fis-2602 413 1 < < X fis-2602 413 2 < < X fis-2602 413 3 /addbleedmarks /addbleedmarks X fis-2602 413 4 false false ADJ fis-2602 413 5 /addcolorbars /addcolorbars INTJ fis-2602 413 6 false false ADJ fis-2602 413 7 /addcropmarks /addcropmarks PUNCT fis-2602 413 8 false false ADJ fis-2602 413 9 /addpageinfo /addpageinfo INTJ fis-2602 413 10 false false ADJ fis-2602 413 11 /addregmarks /addregmark NOUN fis-2602 413 12 false false ADJ fis-2602 413 13 /convertcolors /convertcolor NOUN fis-2602 413 14 /converttocmyk /converttocmyk INTJ fis-2602 413 15 /destinationprofilename /destinationprofilename PUNCT fis-2602 413 16 ( ( PUNCT fis-2602 413 17 ) ) PUNCT fis-2602 413 18 /destinationprofileselector /destinationprofileselector NOUN fis-2602 413 19 /documentcmyk /documentcmyk PUNCT fis-2602 413 20 /downsample16bitimages /downsample16bitimage NOUN fis-2602 413 21 true true ADJ fis-2602 413 22 /flattenerpreset /flattenerpreset PUNCT fis-2602 414 1 < < X fis-2602 414 2 < < X fis-2602 414 3 /presetselector /presetselector X fis-2602 414 4 /mediumresolution /mediumresolution NOUN fis-2602 414 5 > > PUNCT fis-2602 414 6 > > X fis-2602 414 7 /formelements /formelement NOUN fis-2602 415 1 false false ADJ fis-2602 415 2 /generatestructure /generatestructure PUNCT fis-2602 415 3 false false ADJ fis-2602 415 4 /includebookmarks /includebookmark NOUN fis-2602 415 5 false false ADJ fis-2602 415 6 /includehyperlinks /includehyperlinks INTJ fis-2602 415 7 false false ADJ fis-2602 415 8 /includeinteractive /includeinteractive ADJ fis-2602 415 9 false false ADJ fis-2602 415 10 /includelayers /includelayer NOUN fis-2602 415 11 false false ADJ fis-2602 415 12 /includeprofiles /includeprofiles INTJ fis-2602 415 13 false false ADJ fis-2602 415 14 /multimediahandling /multimediahandling NOUN fis-2602 416 1 /useobjectsettings /useobjectsettings PRON fis-2602 417 1 /namespace /namespace PUNCT fis-2602 418 1 [ [ PUNCT fis-2602 418 2 ( ( PUNCT fis-2602 418 3 adobe adobe PROPN fis-2602 418 4 ) ) PUNCT fis-2602 418 5 ( ( PUNCT fis-2602 418 6 creativesuite creativesuite NOUN fis-2602 418 7 ) ) PUNCT fis-2602 418 8 ( ( PUNCT fis-2602 418 9 2.0 2.0 NUM fis-2602 418 10 ) ) PUNCT fis-2602 418 11 ] ] PUNCT fis-2602 419 1 /pdfxoutputintentprofileselector /pdfxoutputintentprofileselector INTJ fis-2602 419 2 /documentcmyk /documentcmyk PUNCT fis-2602 420 1 /preserveediting /preserveedite VERB fis-2602 420 2 true true ADJ fis-2602 420 3 /untaggedcmykhandling /untaggedcmykhandling NOUN fis-2602 420 4 /leaveuntagged /leaveuntagge VERB fis-2602 420 5 /untaggedrgbhandling /untaggedrgbhandling NOUN fis-2602 420 6 /usedocumentprofile /usedocumentprofile INTJ fis-2602 420 7 /usedocumentbleed /usedocumentbleed NOUN fis-2602 421 1 false false ADJ fis-2602 421 2 > > PUNCT fis-2602 421 3 > > X fis-2602 421 4 ] ] PUNCT fis-2602 421 5 > > PUNCT fis-2602 421 6 > > X fis-2602 421 7 setdistillerparams setdistillerparam NOUN fis-2602 422 1 < < X fis-2602 422 2 < < X fis-2602 422 3 /hwresolution /hwresolution NOUN fis-2602 423 1 [ [ X fis-2602 423 2 2400 2400 NUM fis-2602 423 3 2400 2400 NUM fis-2602 423 4 ] ] PUNCT fis-2602 423 5 /pagesize /pagesize X fis-2602 424 1 [ [ X fis-2602 424 2 612.000 612.000 NUM fis-2602 424 3 792.000 792.000 NUM fis-2602 424 4 ] ] PUNCT fis-2602 424 5 > > PUNCT fis-2602 424 6 > > X fis-2602 424 7 setpagedevice setpagedevice PROPN