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Towards reliable seismic fragility assessment of highway bridges with oblong columns considering the drift-based capacity directionality effect

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 300
Page(s): 117165
DOI: 10.1016/j.engstruct.2023.117165
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.engstruct.2023.117165.
  • About this
    data sheet
  • Reference-ID
    10748548
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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