Implement of Viscous Dampers and Development of Fragility Curves of Steel Arch Bridges
碩士 === 中華技術學院 === 土木防災工程研究所 === 96 === This research is to investigate the feasibility of tuned mass dampers and viscous dampers to enhance the capacity of a steel arch bridge. An extensive nonlinear time history is performed to identify the validity of tuned mass dampers and viscous dampers. The fe...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2008
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Online Access: | http://ndltd.ncl.edu.tw/handle/36029347198461275398 |