Evaluation of Pseudoelastic method in structural stability of reinforced concrete structures
碩士 === 國立臺灣大學 === 土木工程學研究所 === 86 === This paper studies the ability of reinforced concrete structures of different cross sections and length of columns to resist seismic loads. Firstly, five different buckling modes of columns are derived...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
1998
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Online Access: | http://ndltd.ncl.edu.tw/handle/65974078999063615642 |