Research For The Aseismic Capacity Of High-rise Steel Frame Considering The Effect Of Composite Beam
碩士 === 國立臺灣大學 === 土木工程學研究所 === 89 === The object of this paper is to investigate the aseismic capacity of the high-rise steel frames considering the effect of composite beam by Pseudo-elastic method. By using the principle of energy conservation to transfer the energy which exceeding the elastic ran...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2001
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Online Access: | http://ndltd.ncl.edu.tw/handle/27062095575521192300 |