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...

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Bibliographic Details
Main Authors: Wen-Sheng Chien, 簡文聖
Other Authors: Ching-Churn Chern
Format: Others
Language:zh-TW
Published: 2001
Online Access:http://ndltd.ncl.edu.tw/handle/27062095575521192300