| contributor author | Luis B. Fargier-Gabaldón | |
| contributor author | Gustavo J. Parra-Montesinos | |
| date accessioned | 2017-05-08T20:59:53Z | |
| date available | 2017-05-08T20:59:53Z | |
| date copyright | July 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9445%282006%29132%3A7%281041%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34828 | |
| description abstract | Results from an experimental study on the seismic response of two hybrid RC column-to-steel (S) beam (RCS) roof level T-connection subassemblies are presented. The primary variables investigated were: (1) anchorage requirements in column longitudinal bars; and (2) confinement requirements in RCS roof level T-connections. In the first subassembly the column bars were anchored by providing a development length of | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Reinforced Concrete Column–Steel Beam Roof Level T-Connections under Displacement Reversals | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2006)132:7(1041) | |
| tree | Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 007 | |
| contenttype | Fulltext | |
