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System-level seismic fragility of high-speed railway track-bridge system with component-replaceable U-shaped combined steel damper

Author(s):

ORCID



Medium: journal article
Language(s): English
Published in: Structures, , v. 58
Page(s): 105452
DOI: 10.1016/j.istruc.2023.105452
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.istruc.2023.105452.
  • About this
    data sheet
  • Reference-ID
    10751393
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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