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土石坝动力分析中的阻尼模型研究

Research on Damping Models in Dynamic Analysis of Earth-rock Dams

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【作者】 陶警圆田强

【Author】 TAO Jing-yuan,TIAN Qiang(College of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China)

【机构】 大连理工大学土木水利学院

【摘要】 阻尼模型对土石坝动力计算结果有着很重要的影响,各种响应都是阻尼的函数,能否正确估计阻尼,直接影响到结构动力分析结果的可靠性。目前在工程实际应用中,阻尼系数大多只考虑土石坝的自振特性。通过分析表明,地震波频率特性对土石坝地震响应有着重要的影响,尤其对高土石坝影响更大。通过探讨几种考虑地震动频率特性的现有的阻尼模型,为土石坝动力计算中阻尼模型的选取提出建议。

【Abstract】 The selection of damping models has great influence to the dynamic analysis of earth-rock dams.All the responses of dams are the function of damping,so damping estimation would directly affect the reliability of dynamic analysis results.At present,only the free vibration characteristic of earth-rock dams is considered in the calculation of damping coefficient in engineerings.Analysis shows that the frequency characteristic of earthquake wave would have great influence on the earthquake response of earth-rock dams,especially on high ones.Finally several damping models considering the frequency characteristic of earthquake wave are discussed,giving suggestions to the selection of damping models in the dynamic analysis of earth-rock dams.

  • 【文献出处】 水利与建筑工程学报 ,Journal of Water Resources and Architectural Engineering , 编辑部邮箱 ,2012年05期
  • 【分类号】TV641
  • 【下载频次】78
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