| contributor author | Emre Akın | |
| contributor author | Güney Özcebe | |
| contributor author | Erdem Canbay | |
| contributor author | Barış Binici | |
| date accessioned | 2017-05-08T21:37:00Z | |
| date available | 2017-05-08T21:37:00Z | |
| date copyright | April 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000429.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57572 | |
| description abstract | In the last decade, a new strengthening methodology has been developed for reinforced concrete (RC) frames with hollow clay tile (HCT) infill walls by means of diagonally applied carbon fiber–reinforced polymer (CFRP) fabrics. In the experimental part of a study conducted by the authors, this user-friendly methodology was experimentally investigated considering different aspect (height/width) ratios of the infill walls. In this study, first a numerical model of the FRP strengthened infill walls strengthened with the proposed methodology is developed. Afterwards, the numerical simulation results are validated by use of experimental response curves and finally, a parametric study, which further investigates the effect of aspect ratio of HCT infill walls is presented. | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000426 | |
| tree | Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002 | |
| contenttype | Fulltext | |
