Seismic Behavior of Steel Reduced Flange Plate Moment Connections
碩士 === 國立交通大學 === 土木工程系所 === 93 === The connection with flange plates to connect the steel beam flanges to the column has been recommended by FEMA 350 (2000) as a prequalified fully restrained moment connection. The flange plates are detailed to remain elastic and, therefore, force a plastic hinge f...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/94508720878811660450 |