Three-Dimensional Geometrically Nonlinear Dynamic Analysis of Cable-Stayed Bridges
碩士 === 國立臺灣科技大學 === 營建工程系 === 93 === Long-span cable-stayed bridges are the highly flexible structure. Although the material in the members of a cable-stayed bridge structure behaves in a linear elastic manner, the overall load-displacement relationships for the structure will be nonlinear under nor...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/43158829255015148059 |