Seismic Analysis of Long-Span Cable-Stayed Bridges
碩士 === 中原大學 === 土木工程研究所 === 93 === A finite element computation procedure for static and dynamic analysis of 2-D and 3-D long-span cable-stayed bridge under action of seismic loads is presented in the study. The Three Span Twin Tower Symmetric Cable-Stayed Bridge is taken as example. The system equa...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/e44e3d |