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On the relevance of incorporating bar slip, bar buckling and low-cycle fatigue effects in seismic fragility assessment of RC bridge piers

Author(s):
ORCID
ORCID
Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 256
Page(s): 114032
DOI: 10.1016/j.engstruct.2022.114032
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.2022.114032.
  • About this
    data sheet
  • Reference-ID
    10660064
  • Published on:
    28/03/2022
  • Last updated on:
    28/03/2022
 
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