文章摘要
颜可珍,夏唐代.粘弹性文克尔地基矩形板的稳态动力响应分析[J].水利学报,2005,36(9):1077-1082
粘弹性文克尔地基矩形板的稳态动力响应分析
Dynamic response of rectangular plate lying on viscous Winkler foundation to moving harmonic load
  
DOI:
中文关键词: 运动荷载  矩形板  谐和荷载  文克尔地基
英文关键词: moving load  rectangular plate  harmonic load  dynamic response  Winkler foundation
基金项目:
作者单位
颜可珍 湖南大学 土木工程学院湖南 长沙 410082 
夏唐代 浙江大学 建筑工程学院浙江 杭州 310027 
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中文摘要:
      本文研究了粘弹性地基上矩形板在受到运动常值荷载和运动谐和荷载作用下的动态响应问题,得到了薄板的动力响应的解析表达式,计算和分析了板的固有频率和临界速度。通过算例深入分析了荷载运动速度和频率及地基参数等对板的动态挠度影响的规律。结果表明,荷载运动速度、频率和地基刚度对板挠度的影响较大。
英文摘要:
      Dynamic response of rectangular plates on viscous Winkler foundation subject to constant amplitude or harmonic moving loads was investigated and the analytical solution was obtained. The solution is used to solve the problem of dynamic response of airport and pavement. The numerical results are in good agreement with field measurements. Natural frequency and cirtical moving velocity of the plate are calculated. The analysis of an example shows that the velocity and frequency of the moving load and the stiffness of foundation may significantly affect the dynamic response of the plates.
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