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Dynamic Response Analysis of Tunnel Underlain by a Soft Soil Layer Under the Near-Fault Pulse-Like Ground Motions

Author(s): (Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
(Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
(Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
(Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
(China Railway Design Corporation, Tianjin 300308, P. R. China)
(China Railway Design Corporation, Tianjin 300308, P. R. China)
(Department of Civil Engineering, Sichuan College of Architectural Technology, Deyang 618000, P. R. China)
(Department of Civil Engineering, Sichuan College of Architectural Technology, Deyang 618000, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 9, v. 24
DOI: 10.1142/s0219455424500962
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455424500962.
  • About this
    data sheet
  • Reference-ID
    10738110
  • Published on:
    03/09/2023
  • Last updated on:
    11/05/2024
 
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