id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-3058	Sobhy, Asmaa; Aboul Nour, Louay ; Hassan, Hilal ; Elsisi, Alaaeldin	Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading	2021	12	.pdf	application/pdf	5219	355	59	GFRP bars without any performance degradation can withstand tension-compression cycles. ‐ The GFRP- beam-column joint demonstrated a declining stiffness compared with the standard beam-column joint enhanced by steel. ‐ The hybrid GFRP reinforced joint displayed the lowest rigidity compared with the traditional steel-reinforced joint; however, it displayed greater rigidity compared to the GFRP reinforced joint. ‐ The low elastic modulus of the GFRP reinforcement caused a drop in the total rigidity of this model in operation, resulting in the converging drift ratios being obtained, however at the same time receiving lower forces due to its acting cyclic loading. ‐ GFRP reinforced joints displayed primarily elastic properties with very poor plasticity characteristics while evaluated under cyclic reversed loading. Numerical analysis of reinforced concrete beams pre-cracked reinforced by composite materials, Frat.	cache/fis-3058.pdf	txt/fis-3058.txt