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类梯形山体的地震动力响应分析

张迎宾 余鹏程 赵兴权

张迎宾, 余鹏程, 赵兴权. 类梯形山体的地震动力响应分析[J]. 西南交通大学学报, 2015, 28(3): 435-441. doi: 10.3969/j.issn.0258-2724.2015.03.008
引用本文: 张迎宾, 余鹏程, 赵兴权. 类梯形山体的地震动力响应分析[J]. 西南交通大学学报, 2015, 28(3): 435-441. doi: 10.3969/j.issn.0258-2724.2015.03.008
ZHANG Yingbin, YU Pengcheng, ZHAO Xingquan. Analytical Solutions of Earthquake Dynamic Responses of Trapezoid-Like Mountain[J]. Journal of Southwest Jiaotong University, 2015, 28(3): 435-441. doi: 10.3969/j.issn.0258-2724.2015.03.008
Citation: ZHANG Yingbin, YU Pengcheng, ZHAO Xingquan. Analytical Solutions of Earthquake Dynamic Responses of Trapezoid-Like Mountain[J]. Journal of Southwest Jiaotong University, 2015, 28(3): 435-441. doi: 10.3969/j.issn.0258-2724.2015.03.008

类梯形山体的地震动力响应分析

doi: 10.3969/j.issn.0258-2724.2015.03.008
基金项目: 

国家973计划资助项目(2013CB036200)

国家自然科学基金资助项目(51408511)

详细信息
    作者简介:

    张迎宾(1983-),男,副教授,博士,研究方向为地震岩土工程等,电话:18349123566,E-mail:yingbinz719@home.swjtu.edu.cn

Analytical Solutions of Earthquake Dynamic Responses of Trapezoid-Like Mountain

  • 摘要: 为探讨地震作用对山体动力响应的影响,建立了双坡面为曲面的类梯形山体的剪切梁模型,给出了响应的理论解和梯形山体第1阶固有频率的简化表达式;计算获得了不同形状山体的最大相对位移、最大相对速度和最大绝对加速度,并将计算结果与有限元分析结果进行了比较.结果表明:梯形山体模型求解山体动力响应简单,而类梯形山体模型则能获得更精确的结果;山体动力响应在水平地震作用产生弯矩较小的情况下,理论解与有限元解接近;随泊松比增大,山体的第1阶固有频率略有增大;梯形和类梯形山体的最大相对位移、最大相对速度从底部到顶部逐渐增大,而最大绝对加速度则在山体约2/5高度处出现极小值.

     

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出版历程
  • 收稿日期:  2014-05-07
  • 刊出日期:  2015-06-25

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