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Seismic reliability analysis of high-pier railway bridges with correlated random parameters via an improved maximum entropy method

Author(s):

ORCID

Medium: journal article
Language(s): English
Published in: Structures, , v. 33
Page(s): 4538-4555
DOI: 10.1016/j.istruc.2021.07.039
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.istruc.2021.07.039.
  • About this
    data sheet
  • Reference-ID
    10625136
  • Published on:
    26/08/2021
  • Last updated on:
    26/08/2021
 
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