Seismic Performance of Steel Beam-to-Column Connections with Supporting Members
碩士 === 國立交通大學 === 土木工程系所 === 95 === During the Northridge and Kobe earthquakes, numerous beam-to-column moment connections in steel moment-resisting frames were damaged with limited nonlinear behavior. To improve the cyclic behavior of the moment connections, research conducted after the earthquakes...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/00325042057010363963 |