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作者:

Zhang, Xueming (Zhang, Xueming.) | Yan, Weiming (Yan, Weiming.) (学者:闫维明) | Chen, Yanjiang (Chen, Yanjiang.) (学者:陈彦江) | Chen, Shicai (Chen, Shicai.) (学者:陈适才) | Chen, Hongjuan (Chen, Hongjuan.)

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摘要:

Shaking table tests were conducted to investigate the aseismic behavior and dynamic response features of an immersed tunnel model and its joints. In order to contrastively study influences of wave passage effect on soil, immersed tunnel and its joints, the uniform longitudinal seismic excitation and the longitudinal seismic excitation with wave passage effect at different apparent wave velocities were considered in tests.The results showed that under the uniform longitudinal seismic excitation, the tunnel and soil body keep a synchronous motion; when the wave passage effectis considered, the tunnel and soil body have a relative sliding; the longitudinal wave passage effect and its input direction have a larger influence on axial force, bending moment and deformation of joints; the wave passage effect makes joints'responses tend to non-uniform distribution, so the wave passage effect should be considered in aseismic design of an immersed tunnel and its joints. © 2018, Editorial Office of Journal of Vibration and Shock. All right reserved.

关键词:

Dynamic response Seismic design Seismology Soils Soil structure interactions Tunnels

作者机构:

  • [ 1 ] [Zhang, Xueming]MOE Lab of City and Project Safety and Disaster Alleviation, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhang, Xueming]Beijing Municipal Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Yan, Weiming]MOE Lab of City and Project Safety and Disaster Alleviation, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Yan, Weiming]Beijing Municipal Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Chen, Yanjiang]MOE Lab of City and Project Safety and Disaster Alleviation, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Chen, Yanjiang]Beijing Municipal Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Chen, Shicai]MOE Lab of City and Project Safety and Disaster Alleviation, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [Chen, Shicai]Beijing Municipal Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 9 ] [Chen, Hongjuan]Institute of Geophysics, China Earthquake Administration, Beijing; 100081, China

通讯作者信息:

  • 闫维明

    [yan, weiming]beijing municipal key lab of earthquake engineering and structural retrofit, beijing university of technology, beijing; 100124, china;;[yan, weiming]moe lab of city and project safety and disaster alleviation, beijing university of technology, beijing; 100124, china

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来源 :

Journal of Vibration and Shock

ISSN: 1000-3835

年份: 2018

期: 2

卷: 37

页码: 76-84

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 9

ESI高被引论文在榜: 0 展开所有

万方被引频次:

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