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Quasi-static tests and seismic fragility analysis of RC bridge piers with high-strength steel bars and high-strength/ultra-high performance concrete

Author(s):

ORCID


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 297
Page(s): 117033
DOI: 10.1016/j.engstruct.2023.117033
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.2023.117033.
  • About this
    data sheet
  • Reference-ID
    10742805
  • Published on:
    28/10/2023
  • Last updated on:
    28/10/2023
 
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