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    期刊論文 [20/23]
    專書 [3/4]
    研究報告 [9/11]

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    最後更新時間: 2024-04-19 14:41


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    Showing items 1-25 of 33. (2 Page(s) Totally)
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    DateTitleAuthors
    2007-04 創造e-化數位學習環境-以淡大建築技術系「電腦輔助結構分析」課程為例- 姚忠達
    2006-10 Torsional analysis of tapered I–beams using Bernoulli-Euler beam theory 姚忠達
    2006-08 Vibration reduction of continuous truss bridges to moving loads by a hybrid MTMD system 姚忠達
    2006-02 Reduction of Wind-Induced Vibration of Tall Buildings Using Suspended Mass Pendulums 姚忠達
    2005-12 水平曲梁受移動質量及地震之振動反應 姚忠達; YAU, J.D.
    2005-12 高速鐵路橋梁的幾個重要動力問題 楊永斌; 姚忠達
    2005-09 In-plane vibration of two-hinged arches due to horizontal earthquakes 姚忠達; Yau, J. D.
    2005-09 Vibration of suspended beams to moving loads and support motions 姚忠達
    2005-06 Damage detection of a cracked column via a neural network approach 姚忠達
    2004-08 Suppression of Train - Induced Vibrations of Continuous Truss Bridges by Hybrid TMDs 姚忠達
    2004-06 鋼筋混凝土構件之韌性補強方法與設計 林炳宏
    2003-12 VIBRATION SUPPRESSION OF TRUSS BRIDGES SUBJECTED TO HIGH SPEED TRAINS 姚忠達
    2003-11 Vibration Reduction of Simple Beams with Absorbing Beams to Moving Loads 姚忠達
    2003-10 Large Deflection Analysis of a Guyed Column Pulled by a Cable 姚忠達
    2003-08 NONLINEAR VIBRATIONS OF SIMPLE TRUSS-BEAMS TO MOVING LOADS 姚忠達
    2002-10 輪軌列車的互制共振現象 姚忠達
    2002-09 Investigation on soil-viaduct-pile vibrations induced by high speed trains 姚忠達
    2002-09 Resonance of Ballastless Track Systems Caused by Vehicle-Track Interaction 姚忠達
    2002-08 Phenomena of Resonance and Cancellation for Bridges with Elastic Bearings Traveled by High Speed Trains 姚忠達
    2002-06 Performance of MTMD for vibration suppression of continuous bridges under high speed trains 姚忠達
    2001-12 版式軌道受列車之動力互制行為 姚忠達; Yau, J. D.;
    2001-12 Dynamic interaction of cable stayed bridges with moving high speed trains 姚忠達
    2001-12 Impact Envelope Formula of Simple Beams due to High Speed Trains 姚忠達
    2001-12 高鐵隔震橋受車行的共振現象 姚忠達
    2001-11 高速列車引致土壤振動之考慮要點 姚忠達

    Showing items 1-25 of 33. (2 Page(s) Totally)
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