| contributor author | R. Hasan | |
| contributor author | N. Kishi | |
| contributor author | W. F. Chen | |
| contributor author | M. Komuro | |
| date accessioned | 2017-05-08T22:05:18Z | |
| date available | 2017-05-08T22:05:18Z | |
| date copyright | December 1997 | |
| date issued | 1997 | |
| identifier other | 21094030.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70967 | |
| description abstract | Extended end-plate connections are usually regarded as rigid connections. This recognition has not been investigated systematically in frame analysis. The aim of this study is to evaluate the degree of rigidity of extended end-plate connections utilizing the experimental moment-rotation data of steel beam-to-column connections stored in an updated database. It is revealed from this study that all of the real extended end-plate connections stored in the database may not serve the purpose of rigid connection. About 49 of these connections have an initial connection stiffness <10 | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Rigidity of Extended End-Plate Connections | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:12(1595) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012 | |
| contenttype | Fulltext | |
