| contributor author | Dong-Won Kim | |
| contributor author | Steven C. Ball | |
| contributor author | Hyoung-Bo Sim | |
| contributor author | Chia-Ming Uang | |
| date accessioned | 2017-05-08T22:33:19Z | |
| date available | 2017-05-08T22:33:19Z | |
| date copyright | June 2016 | |
| date issued | 2016 | |
| identifier other | 49433487.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82519 | |
| description abstract | AISC 358 provides steel connections that are prequalified for use in special and intermediate moment frames (SMF and IMF). Implicit in this standard is that the beam and column are orthogonal to each other in the elevation of the frame. To evaluate the effects of a sloped connection considering an angle of deviation from orthogonal of 28°, two reduced beam section (RBS) moment connections with | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Sloped RBS Moment Connections | |
| type | Journal Paper | |
| journal volume | 142 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001459 | |
| tree | Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 006 | |
| contenttype | Fulltext | |
