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Nonlinear seismic fragility analysis of a resilient precast post-tensioned segmental bridge pier

Author(s): (Faculty of Engineering and the Built Environment, Birmingham City University, Birmingham, UK)
(Faculty of Engineering and Natural Sciences, Bursa Technical University, Bursa, TR)
ORCID (Faculty of Engineering and Physical Sciences, University of Southampton, Southampton, UK)
Medium: journal article
Language(s): English
Published in: Sustainable and Resilient Infrastructure, , n. 6, v. 7
Page(s): 1-19
DOI: 10.1080/23789689.2022.2082644
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: 10.1080/23789689.2022.2082644.
  • About this
    data sheet
  • Reference-ID
    10679876
  • Published on:
    18/06/2022
  • Last updated on:
    10/12/2022
 
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