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有限条法分析板在移动车载作用下的动响应

程远胜 张佑啟 区达光

程远胜, 张佑啟, 区达光. 有限条法分析板在移动车载作用下的动响应[J]. 应用数学和力学, 2002, 23(5): 453-458.
引用本文: 程远胜, 张佑啟, 区达光. 有限条法分析板在移动车载作用下的动响应[J]. 应用数学和力学, 2002, 23(5): 453-458.
CHENG Yuan-sheng, Y K CHEUNG, F T KAU. Dynamic Response of Plates Due to Moving Vehicles Using Finite Strip Method[J]. Applied Mathematics and Mechanics, 2002, 23(5): 453-458.
Citation: CHENG Yuan-sheng, Y K CHEUNG, F T KAU. Dynamic Response of Plates Due to Moving Vehicles Using Finite Strip Method[J]. Applied Mathematics and Mechanics, 2002, 23(5): 453-458.

有限条法分析板在移动车载作用下的动响应

详细信息
    作者简介:

    程远胜(1962- ),男,湖北武汉人,副教授,博士,系主任.

  • 中图分类号: O32;U441

Dynamic Response of Plates Due to Moving Vehicles Using Finite Strip Method

  • 摘要: 提出了一个模拟移动车辆和矩形板相互作用的板-车条.用板-车条模拟直接与车辆相接触的板条部分;用传统的板有限条模拟未直接受车辆作用的板条部分.分析中,每辆车理想化为一个具有上、下部质量块,由弹簧和阻尼器连接的单足动力系统.计算示例表明,用该方法分析得到的结果与已有结果很吻合.
  • [1] Wu J S,Lee M L,Lai T S.The dynamic analysis of a flat plate under a moving load by the finite element method[J].International Journal for Numerical Methods in Engineering,1987,24(4):743-762.
    [2] Taheri M R,Ting E C.Dynamic response of plate to moving loads:finite element method[J].Computers & Structures,1990,34(3):509-521.
    [3] Yener M,Chompooming K.Numerical method of lines for analysis of vehicle-bridge dynamic interaction[J].Computers & Structures,1994,53(5):709-726.
    [4] Humar J L,Kashif A H.Dynamic response analysis of slab-type bridges[J].Journal of Structural Engineering,1995,121(1):48-62.
    [5] Taheri M R,Ting E C.Dynamic response of plate to moving loads:structural impedance method[J].Computers & Structures,1989,33(6):1379-1393.
    [6] Zheng D Y.Vibration and stability analysis of plate-type structures under moving loads by analytical and numerical methods[D].Ph D Thesis.Hong Kong:The University of Hong Kong,1999.
    [7] Cheung Y K,Tham L G.Finite Strip Method[M].Boca Raton:CRC Press,1998.
    [8] Au F T K,Zheng D Y,Cheung Y K.Vibration and stability of nonuniform beams with abrupt changes of cross-section by using C1 modified beam vibration functions[J].Applied Mathematical Modelling,1999,23(1):19-34.
    [9] Cheng Y S.Vibration analysis of bridges under moving vehicles and trains[D].Ph D Thesis.Hong Kong:The University of Hong Kong,2000.
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出版历程
  • 收稿日期:  2001-03-27
  • 修回日期:  2001-11-28
  • 刊出日期:  2002-05-15

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