Investigation on the Influence Line of the Cable-stayed Bridges
碩士 === 中華大學 === 土木工程學系碩士班 === 94 === Cable-stayed bridge is a structure with high redundancies. Many nonlinearities such as cable-sag, beam-column, geometrical large-displacement and material- nonlinearity effects increase much difficulty to the structural analysis of the cable-stayed bridge....
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/06492799216454260599 |