Investigation of Retrofitted RC Columns Subjected to Axial Compression and Flexure by means of Triaxial Arching Effect Model
碩士 === 國立中央大學 === 土木工程研究所 === 92 === There are two parts in this thesis. In first part, a triaxial confined model for evaluating the stress-strain behavior of RC short columns with external confinement is proposed. It''s valid for rectangular and circular section. In the second part, by us...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2004
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Online Access: | http://ndltd.ncl.edu.tw/handle/10453335955499633853 |