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Simplified calculation models for evaluating the post-earthquake axial load-carrying capacity of RC bridge piers

Author(s): (State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, China)
(State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, China)
(State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, China)
(State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-20
DOI: 10.1080/15732479.2024.2420176
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: 10.1080/15732479.2024.2420176.
  • About this
    data sheet
  • Reference-ID
    10801869
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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