Modal identification and nonlinear analysis in time domain for a cable-stayed bridge
碩士 === 國立交通大學 === 土木工程系所 === 96 === Modal identification and nonlinear dynamic analyses are carried out for the Kao-Ping-Shi cable-stayed bridge. Identification of the modal parameters of the bridge through ambient vibration tests is first performed. The ambient vibration responses are transformed t...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2007
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| Online Access: | http://ndltd.ncl.edu.tw/handle/40157039114156357655 |