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...

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Bibliographic Details
Main Authors: Tzu Ming Yu, 游子銘
Other Authors: Kuan Hsoung Chen
Format: Others
Language:zh-TW
Published: 2008
Online Access:http://ndltd.ncl.edu.tw/handle/36029347198461275398