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Nonlinear Seismic Analysis of Ground Structure to Evaluate the Capacity of a Permanent Tunnel Lining

Author(s): ORCID (Department of Civil Engineering, Islamic Azad University, South Tehran Branch, Iranshahr, Azarshahr, Iran)
ORCID (Department of Civil Engineering, Islamic Azad University, South Tehran Branch, Iranshahr, Azarshahr, Iran)
ORCID (Rock Mechanics Division, Department of Mining Engineering, Faculty of Engineering, Tarbiat Modares University, Tehran, Iran)
Medium: journal article
Language(s): English
Published in: Structural Engineering International, , n. 1, v. 34
Page(s): 1-12
DOI: 10.1080/10168664.2022.2125485
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: 10.1080/10168664.2022.2125485.
  • About this
    data sheet
  • Reference-ID
    10694851
  • Published on:
    12/12/2022
  • Last updated on:
    10/02/2024
 
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