| contributor author | Wu⋅bo Qi | |
| contributor author | Hiroaki Mimura | |
| date accessioned | 2017-05-08T20:58:25Z | |
| date available | 2017-05-08T20:58:25Z | |
| date copyright | June 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9445%282002%29128%3A6%28829%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33853 | |
| description abstract | The severe damage to beam-column steel connections in the Northridge and Kobe earthquakes generated concerns about the reliability of current steel structural design. Development of effective measures to strengthen the connection is crucial and urgent. In this paper, streamline theory was applied to connection geometry optimization, with emphasis on its application to the access hole. By evaluating the fracture proneness at critical points in the connection, the validity of the streamline connection geometry optimization design is demonstrated. | |
| publisher | American Society of Civil Engineers | |
| title | Streamline Geometry Optimization in Beam-Column Connection | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2002)128:6(829) | |
| tree | Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 006 | |
| contenttype | Fulltext | |
