Study on Identification of Parameters for Cable-Stayed Bridge Deck Buffeting Response Analyses and on Related Numerical Simulations
博士 === 國立臺灣科技大學 === 營建工程系 === 96 === As the main spans of bridges become longer, engineers have to assess the wind induced vibration of bridge decks for safety and serviceability. Generally, either the full bridge model wind tunnel test or section model wind tunnel test with analytical procedure is...
| 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/00616831865851633967 |