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Fatigue damage model for precast bridge piers reinforced with high-strength rebar

Author(s): ORCID (School of Architecture Engineering, Nanjing Institute of Technology, Nanjing, China)
ORCID (School of Civil Engineering, Southeast University, Nanjing, China)
ORCID (State Key Laboratory of Bridge Safety and Resilience, College of Civil Engineering, Hunan University, Changsha, China)
(Transportation Division, China Design Group. Co., Ltd, Nanjing, China)
ORCID (School of Civil Engineering, Southeast University, Nanjing, China)
ORCID (School of Civil Engineering, Southeast University, Nanjing, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-14
DOI: 10.1080/15732479.2024.2402021
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: 10.1080/15732479.2024.2402021.
  • About this
    data sheet
  • Reference-ID
    10799047
  • Published on:
    23/09/2024
  • Last updated on:
    23/09/2024
 
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