ISSN 1000-3665 CN 11-2202/P
    刘妮娜, 门玉明, 彭建兵, 储春妹, 刘洋. 地震荷载作用下地铁盾构隧道动力响应分析[J]. 水文地质工程地质, 2010, 37(4): 58-62.
    引用本文: 刘妮娜, 门玉明, 彭建兵, 储春妹, 刘洋. 地震荷载作用下地铁盾构隧道动力响应分析[J]. 水文地质工程地质, 2010, 37(4): 58-62.
    LIUNi-na, . Dynamic response of shield metro tunnel in earthquake load[J]. Hydrogeology & Engineering Geology, 2010, 37(4): 58-62.
    Citation: LIUNi-na, . Dynamic response of shield metro tunnel in earthquake load[J]. Hydrogeology & Engineering Geology, 2010, 37(4): 58-62.

    地震荷载作用下地铁盾构隧道动力响应分析

    Dynamic response of shield metro tunnel in earthquake load

    • 摘要: 动力荷载作用下的土与地下结构的相互作用是工程研究的一个热点。基于动力学基本方程,运用有限单元法和振型迭加法,对位于黄土地区的盾构地铁隧道在El Centro地震波动力荷载作用下的动力反应进行弹塑性数值分析。从计算结果分析得出在El Centro地震波作为动力激励时地铁盾构隧道的动力反应特征。分析得出盾构隧道在地震波作用下拱底所产生的加速度最大,且这一部位的动应力最大。同时隧道结构内侧的累积变形大于其外侧所对应各点的累积变形,且最大变形出现在隧道结构的侧墙部位。

       

      Abstract: Interaction of soil and underground structure under dynamic load is a hot topic for the geological engineering.Based on the dynamic equation,using FEM and vibration mode superposition method,the response of the shield tunnel which locates in the loess area and in the dynamic activity as El Centro earthquake wave was got in the paper.The maximum acceleration and the maximum dynamic stress are at the bottom of the shield tunnel.The displacement inside of the tunnel is bigger than the outside.The m...

       

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