Influence of Unequal Length Piers on 3D Dynamic Behavior of a Bridges
碩士 === 逢甲大學 === 土木工程所 === 96 === The thrust of this paper is to perform 3D dynamic analyses for a bridge with five unequal piers by using SAP2000 finite element program. Then, comparisons were made for the results with different conditions. Such results include that (1) Time histories of displacemen...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2008
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| Online Access: | http://ndltd.ncl.edu.tw/handle/21506970566123802955 |