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...
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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 |