Seismic Performance Assessment of Bridge with Foundation Exposure Using Capacity Spectrum Method Analysis
碩士 === 國立中興大學 === 土木工程學系所 === 103 === In current practice, the foundation of most bridges is strategically designed to remain elastic even under severe seismic demands. The bridge foundation is assumed to be equipped with large stiffness and strength, so that inelastic deformation due to earthquake...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/02886756726148672888 |