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Component damage‐based seismic fragility analysis of high‐rise building with transfer structure

Author(s): (Department of Civil Engineering The University of Hong Kong Hong Kong China)
ORCID (Department of Civil Engineering The University of Hong Kong Hong Kong China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 18, v. 31
DOI: 10.1002/tal.1985
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: 10.1002/tal.1985.
  • About this
    data sheet
  • Reference-ID
    10693857
  • Published on:
    23/09/2022
  • Last updated on:
    18/11/2022
 
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