| contributor author | Nayera Mohamed | |
| contributor author | Ahmed Sabry Farghaly | |
| contributor author | Brahim Benmokrane | |
| contributor author | Kenneth W. Neale | |
| date accessioned | 2017-05-08T21:37:05Z | |
| date available | 2017-05-08T21:37:05Z | |
| date copyright | April 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000447.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57591 | |
| description abstract | Experimental results of midrise RC shear walls under quasistatic cyclic loading were used to investigate the interaction of flexural and shear deformations. Four large-scale shear walls—one reinforced with steel bars and three totally reinforced with glass fiber–reinforced polymer (GFRP) bars—were tested to failure where the behavior was dominated by flexure. It was found that relying on the diagonal displacement transducers tended to overestimate shear deformations by 30 to 50%. To correct the shear deformations, the center of rotation of the tested shear walls was evaluated. Based on experimental results, the fundamental equation of flexural deformation obtained values of the center of rotation ( | |
| publisher | American Society of Civil Engineers | |
| title | Flexure and Shear Deformation of GFRP-Reinforced Shear Walls | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000444 | |
| tree | Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002 | |
| contenttype | Fulltext | |
