Cyclic Behavior of Link-to-Box Column Connections for Steel Eccentrically Braced Frames
碩士 === 國立臺灣大學 === 土木工程學研究所 === 88 === Many of the design and welding conditions responsible for the poor performance of moment frame connections in the Northridge earthquake are also presented in the link beam-to-box column connections in the steel eccentrically braced frames (EBFs) in Taiwan. Durin...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/58818511864203058687 |