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Effect of parameters associated with soil-to-structure relative stiffness on seismic fragility curves of subway station

Author(s):



Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 135
Page(s): 105057
DOI: 10.1016/j.tust.2023.105057
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: 10.1016/j.tust.2023.105057.
  • About this
    data sheet
  • Reference-ID
    10709170
  • Published on:
    21/03/2023
  • Last updated on:
    21/03/2023
 
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