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隧道建设(中英文) ›› 2009, Vol. 29 ›› Issue (5): 503-505,562.DOI: A

• 研究与探索 • 上一篇    下一篇

基岩地震波作用下隧道计算模型分析

严细水1,赵永倩1,朱汉华2,王迎超1   

  1. 1.浙江大学土木工程系| 杭州310058; 2.浙江省公路管理局| 杭州310009
  • 收稿日期:2009-07-22 出版日期:2009-11-07 发布日期:2009-12-08
  • 作者简介:严细水(1971—)|男|江西临川人|2003年毕业于浙江大学土木系减灾防灾工程及防护工程专业|博士|讲师|从事防灾减灾工程及防护工程研究。

Analysis on Tunnel Models by Bedrock Seismic Waves

YAN Xishui1, ZHAO Yongqian1, ZHU Hanhua2, WANG Yingchao1   

  1. 1.Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China;
    2.Zhejiang Highway Bureau, Hangzhou 310009, China
  • Received:2009-07-22 Online:2009-11-07 Published:2009-12-08

摘要:

 针对隧道的地震计算模型,详细分析了地震波、有限元区域及边界条件、有限单元尺寸等3个关键问题,指出:隧道的地震分析应采用平原基岩地震波;在地震波作用分析中计算模型应采用底部固定边界条件,侧面具有无限边界时,不宜采用有限截断后添加具有透射功能的边界,而宜根据圣维南原理采用大范围的截断边界;有限元尺寸应根据地震波的频谱关系确定。

关键词: 隧道, 地震波, 有限元区域, 边界条件, 有限元尺寸

Abstract:

 Regarding the seismic calculation model of tunnels, three key issues, i.e., the seismic waves, the finite element region and boundary condition and the finite element size, are analyzed in detail in this paper. The following conclusions are drawn: plain bedrock seismic wave should be used in seismic analysis of tunnels; bottomfixed boundary conditions should be adopted in the calculation model of the seismic analysis; instead of boundaries that have transmission functions after finite truncation, large scale truncation boundaries should be adopted based on SaintVenant's principle in case of infinite boundaries on the side; the finite element size should be determined in accordance with the spectrum of seismic waves.

Key words: tunnel, seismic wave, finite element area, boundary condition, finite element size

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