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Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components

Author(s):
ORCID




Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 178
Page(s): 108437
DOI: 10.1016/j.soildyn.2023.108437
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.soildyn.2023.108437.
  • About this
    data sheet
  • Reference-ID
    10760039
  • Published on:
    15/03/2024
  • Last updated on:
    15/03/2024
 
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