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    Please use this identifier to cite or link to this item: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/69835

    Title: 碳纖維索取代鋼索對中跨徑斜張橋靜態力學行為影響之探討
    Other Titles: Investigation of Static Structural Behavior of Middle-span Cable-stayed Bridges with Carbon Fiber Composite Cables Instead of Steel Cables
    Authors: 苟昌煥;高金盛;張祐銘
    Contributors: 淡江大學土木工程學系
    Keywords: 碳纖維索;斜張橋;極限承載能力;靜態抗風能力;Carbon fiber composite cable;Cable-stayed bridge;Ultimate load-bearing capacity;Static instability under wind load
    Date: 2005-12
    Issue Date: 2013-03-12 11:14:37 (UTC+8)
    Publisher: 新竹市:中華大學工學院
    Relation: 中華理工學刊=Chung Hua Journal of Science and Engineering 3(6),頁95-103
    Appears in Collections:[土木工程學系暨研究所] 期刊論文

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