Seismic Response Assessment of Bridges with Group Pile Foundation subjected to Near-fault Ground Excitations
博士 === 國立中興大學 === 土木工程學系所 === 106 === For a bridge subjected to near-fault ground motion, the strong ground excitation produces a large lateral displacement in the bridge. Additionally, the combined effect of gravity load acting through the large lateral displacement amplifies the inelastic deformat...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2018
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| Online Access: | http://ndltd.ncl.edu.tw/handle/9cdanz |