Modeling Parameters for Nonlinear Behavior of Members and Verification of Non-ductile Reinforced Concrete Buildings
碩士 === 中原大學 === 土木工程研究所 === 94 === A lot of old buildings were designed without based on seismic requirement, thus they had not enough ductile ability for the buildings. Such as, transverse reinforcement was 90° hook, or beam-column connection was lack of shear reinforcement, or longitudinal reinfor...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/77708947412884199622 |