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序號 學年期 教師動態
1 96/1 土木系 高金盛 副教授 會議論文 發佈 碳纖維索斜張橋阻尼特性對地震反應影響之研究 , [96-1] :碳纖維索斜張橋阻尼特性對地震反應影響之研究會議論文碳纖維索斜張橋阻尼特性對地震反應影響之研究A Study on Seismic Response Effects Relating to Damping Characteristics of Cable-Stayed Bridges with Carbon Fiber Composite Cables苟昌煥; 高金盛; 江坤霖; 馬世瑋; 蔡政霖淡江大學土木工程學系斜張橋;纜索的局部振動;碳纖維索;地震反應;阻尼;cable-stayed bridge;local vibration of cables;carbon-fiber cable;seismic response;damping臺北縣淡水鎮 : 中國土木水利工程學會九十六年電子計算機於土木水利工程應用研討會論文集=Proceedings of 2007 Conference on Computer Application in civil & Hydraulic Engineering,頁477-482淡江大學土木工程學系; 土木水利工程學會In large span cable-stayed bridges, self-vibration of cables covered a wide range due to unequal cable lengths in the system; coupled vibration is prone to occur when local vibration of a cable caused by the load of a vehicle, an earthquake, or the wind or rain resonates with the bridge system. Studies reveal that for carbon-fiber cable-stayed bridges, when calculating the strain proportioned damping, damping ratio of part of vibration modes will somehow be over-estimated if not taking the influence of local cab
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