| contributor author | Nayera Mohamed | |
| contributor author | Ahmed Sabry Farghaly | |
| contributor author | Brahim Benmokrane | |
| date accessioned | 2017-05-08T22:08:35Z | |
| date available | 2017-05-08T22:08:35Z | |
| date copyright | October 2015 | |
| date issued | 2015 | |
| identifier other | 32723876.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72206 | |
| description abstract | The ACI and CSA design codes offer no unified method for evaluating the deformability of fiber-reinforced polymer (FRP) reinforced-concrete (RC) structures, although numerous experimental results for such elements are available. This study discusses the methods for quantifying the deformability in FRP-RC structures. The methods were assessed based on the experimental results of four full-scale RC shear walls: three reinforced with FRP bars and one with steel bars. The objective was to contribute to the development of a method for verifying the deformability of FRP-RC structures. The curvature ductility index ( | |
| publisher | American Society of Civil Engineers | |
| title | Aspects of Deformability of Concrete Shear Walls Reinforced with Glass Fiber–Reinforced Bars | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000529 | |
| tree | Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 005 | |
| contenttype | Fulltext | |
