| contributor author | Hong-Gun Park | |
| contributor author | You-Ni Kim | |
| contributor author | Jin-Gyu Song | |
| contributor author | Su-Min Kang | |
| date accessioned | 2017-05-08T21:59:38Z | |
| date available | 2017-05-08T21:59:38Z | |
| date copyright | March 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000526.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68393 | |
| description abstract | An experimental study was performed to investigate the unbalanced moment-carrying capacity of slab-column connections reinforced with lattice shear reinforcement. Cyclic loading tests were performed on four specimens with this lattice shear reinforcement. For comparison, eight specimens reinforced with existing shear reinforcement methods (studrails, shear bands, stirrups, and no shear reinforcement) were also tested. All shear reinforcement methods were designed to enhance the unbalanced moment-carrying capacity of the slab-column connections. The test results showed that in the enhancement of the unbalanced moment-carrying capacity of slab-column connections, lattice shear reinforcement was better than the other shear reinforcement methods. Lattice shear reinforcement increased the unbalanced moment-carrying capacity of the slab-column connections by more than 1.8 times that of the specimens without shear reinforcement. All shear reinforcement methods significantly improved the deformation capacity of the slab-column connections. | |
| publisher | American Society of Civil Engineers | |
| title | Lattice Shear Reinforcement for Enhancement of Slab-Column Connections | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000484 | |
| tree | Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 003 | |
| contenttype | Fulltext | |
