A Study On Aseismic Capacity of Steel Rigid Frame With Truss Type Open Web Members
碩士 === 國立臺灣大學 === 土木工程學研究所 === 94 === ABSTRACT The object of this paper is to investigate the aseismic capacity of the steel rigid frame with truss type open web members by Pseudo-elastic method. Firstly, the moment curvature curve of member section have been established. Secondly, the structure wi...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/88272353972558987510 |