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作者:

Chen, H. (Chen, H..) | Li, X. (Li, X..) | Yan, W. (Yan, W..) | Chen, S. (Chen, S..) (学者:陈莎) | Zhang, X. (Zhang, X..)

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Scopus

摘要:

Taking Zhoutouzui Immersed Tunnel as an example, finite-infinite element model of immersed tunnel-joint-soil is developed. Through numerical calculation, dynamic response of the tunnel and its joints is studied in detail under different joint stiffness. The objectives of these researches are to provide strong technical support for immersed tunnel projects in China, provide theoretical and experimental basis for revision of the seismic code, accumulate information to establish the analysis theory and design method, and understand the possible damage mechanism of underwater tunnel structures. © 2017 American Society of Civil Engineers.

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作者机构:

  • [ 1 ] [Chen, H.]Institute of Geophysics, China Earthquake Administration, Beijing, 100081, China
  • [ 2 ] [Li, X.]Institute of Geophysics, China Earthquake Administration, Beijing, 100081, China
  • [ 3 ] [Yan, W.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing Univ. of Technology, Beijing, 100124, China
  • [ 4 ] [Chen, S.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing Univ. of Technology, Beijing, 100124, China
  • [ 5 ] [Zhang, X.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing Univ. of Technology, Beijing, 100124, China

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来源 :

International Collaboration in Lifeline Earthquake Engineering 2016 - Proceedings of the 7th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering

年份: 2016

页码: 508-513

语种: 英文

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SCOPUS被引频次: 1

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