淡江大學機構典藏:Item 987654321/100741
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    Please use this identifier to cite or link to this item: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/100741


    Title: 等值靜力風載重於橋梁設計上的應用
    Other Titles: Application of Equivalent Static Wind Loads on Bridge Design
    Authors: 林堉溢;王彬
    Contributors: 淡江大學土木工程學系
    Keywords: 等值靜力風載重;橋樑設計;抖振;斷面模型;風洞實驗;equivalent static wind loads;bridge design;buffeting;section model;wind tunnel test
    Date: 2014-09
    Issue Date: 2015-03-11 15:55:40 (UTC+8)
    Publisher: 台北市：中華民國結構工程學會
    Abstract: 本文目的是利用橋樑抖振理論與風洞實驗所得之氣動力參數，提出一等值靜力風載重表示式，使橋樑設計工程師能以此等值靜力風載重與其他型式載重做組合，以利結構分析及設計使用。等值靜力風載重包含靜、動態風力效應，其中動態效應分別考慮背景及共振部分。本文背景部分分別採用LRC(Loading Response Correlation)法及慣性力分佈型式，並比較兩者之差異，而共振部分則是依慣性力分佈型式。本文以一簡支樑及一斜張橋為例，前者是用來與文獻結果做比對，來驗證此方法之正確性；而後者則是利用兩種方式分別推導其等值靜力風載重，一為利用風力係數、顫振導數及理論頻譜推導，二為利用斷面模型風洞實驗所量測之位移來推導其等值靜力風載重。
    Relation: 結構工程=Structural Engineering 29(3)，頁27-39
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Journal Article

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