Nonlinear analysis of Cable-Stayed Bridges
碩士 === 淡江大學 === 土木工程學系 === 84 === A geometrically nonlinear beam-column element is developed and applied inthe large deformation analysis of space frame and cable-stayed bridges. Thestiffness matrix is derived by the beam-column method that accounts forth...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1996
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| Online Access: | http://ndltd.ncl.edu.tw/handle/75754874778244384454 |