RC構架以CFRP補強柱之耐震能力研究
碩士 === 國立臺灣大學 === 土木工程學研究所 === 90 === The object of this paper is to investigate the aseismic capacity of the RC frames with columns strengthened by CFRP. The steps of aseismic analysis start in concrete constitutive law. In order to select the suitable constitutive model of confined concrete, thi...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
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| Online Access: | http://ndltd.ncl.edu.tw/handle/58038938803203928377 |