| contributor author | Ziad Halabi | |
| contributor author | Faouzi Ghrib | |
| contributor author | Amr El-Ragaby | |
| contributor author | Khaled Sennah | |
| date accessioned | 2017-05-08T21:36:40Z | |
| date available | 2017-05-08T21:36:40Z | |
| date copyright | August 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000346.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57482 | |
| description abstract | Strengthening of both aging and modern infrastructure has become necessary as a result of increased load demand and/or to restore the capacity of a member. For example, flat slabs (commonly utilized in parking garages) are subjected to an aggressive environment and increased traffic loads and additionally require strengthening and/or repair. Fiber-reinforced polymer (FRP) sheets and laminates externally bonded to concrete slabs around the slab-column joint are widely used to enhance the strength of flat slabs. Slab-column connections are most often subjected to eccentric loading; however, most reported studies have focused on retrofitted slab-column connections subjected to concentric loads. This paper aims to fill this knowledge gap and experimentally investigate the effect of eccentric loading on the behavior of slab-column connections retrofitted by externally bonded carbon fiber-reinforced polymer (CFRP) sheets. Six full-scale ( | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of RC Slab-Column Connections Strengthened with External CFRP Sheets and Subjected to Eccentric Loading | |
| type | Journal Paper | |
| journal volume | 17 | |
| journal issue | 4 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000343 | |
| tree | Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 004 | |
| contenttype | Fulltext | |
