| contributor author | Brandon Chi | |
| contributor author | Chia-Ming Uang | |
| date accessioned | 2017-05-08T20:58:19Z | |
| date available | 2017-05-08T20:58:19Z | |
| date copyright | April 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9445%282002%29128%3A4%28464%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33808 | |
| description abstract | Design engineers frequently use deep columns in steel special moment resisting frames to control drift. As the reduced beam section (RBS) moment connection is becoming popular after the 1994 Northridge, California earthquake, the SAC Joint Venture initiated a testing program to study the cyclic behavior of deep-column RBS moment connections. The test results showed that the deep column is prone to twisting. The twisting was caused by the eccentric beam flange force due to lateral-torsional buckling of the beam. In this paper, cycle tests results of three RBS moment connections with deep columns are presented. An analytical study showed that the warping stress is highly dependent on the | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2002)128:4(464) | |
| tree | Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 004 | |
| contenttype | Fulltext | |
