Shaking table study on a single span pile foundation bridge model
碩士 === 國立臺灣大學 === 土木工程學研究所 === 101 === This study investigated the seismic performance and soil-structure interaction of a scoured bridge with exposed pile foundation by dual biaxial laminar shear boxes and shaking table tests. The simply-supported bridge model was comprised of an I-section girde...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2013
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| Online Access: | http://ndltd.ncl.edu.tw/handle/63604157612763337328 |