节点文献

隧道断面地震反应分析

Seismic Response Analysis of Tunnel Profile

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 屈建军曾娟朱婷韩梅

【Author】 Qu Jianjun Zeng Juan Zhu Ting Han Mei (China Three Gorges ey Laboratory of Geological Hazards on Three Gorges Reservoir Area of Education Ministry,China Three Gorges Univ.,Yichang 443002,China)

【机构】 三峡大学三峡库区地质灾害教育部重点实验室

【摘要】 选取拟建的某隧道断面,引入地震波加速度时程曲线,采用数值模拟的方法计算分析了地震工况下隧道的稳定情况以及变形规律.在建模的过程中,引入了初始应力场,消除了支护单元在出现前的扰动变形.利用ADINA有限元软件中的时间衰减功能真实地模拟了新奥法施工过程中围岩变形规律,提高了结果分析的精确性.

【Abstract】 Taking the proposed project of a tunnel profile for example,the time history curve of earthquake wave’s acceleration is introduced;meanwhile,the stability of the tunnel and the deformation law under the seismic condition are analyzed by numerical simulation.In the process of modeling,the disturbance deformation is eliminated before the support unit is established by importing the initial geological stress field.Using the decay time function of ADINA,the deformation law of the surrounding rock in the process of the new Austrian tunneling method;and the accuracy of the analytical results is improved.

【关键词】 隧道数值模拟地震波时间衰减
【Key words】 tunnelnumerical modelingseismic wavesdecay time
  • 【文献出处】 三峡大学学报(自然科学版) ,Journal of China Three Gorges University(Natural Sciences) , 编辑部邮箱 ,2008年06期
  • 【分类号】U451
  • 【被引频次】2
  • 【下载频次】108
节点文献中: