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An improved derivation and comprehensive understanding of the equivalent static wind loads of high‐rise buildings with structural eccentricities

Author(s): ORCID (Engineering Research Center of Urban Disasters Prevention and Fire Rescue Technology of Hubei Province Wuhan University Wuhan China)
ORCID (Engineering Research Center of Urban Disasters Prevention and Fire Rescue Technology of Hubei Province Wuhan University Wuhan China)
(School of Civil Engineering Wuhan University Wuhan China)
(Engineering Research Center of Urban Disasters Prevention and Fire Rescue Technology of Hubei Province Wuhan University Wuhan China)
(Engineering Research Center of Urban Disasters Prevention and Fire Rescue Technology of Hubei Province Wuhan University Wuhan China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 17, v. 31
DOI: 10.1002/tal.1976
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.1976.
  • About this
    data sheet
  • Reference-ID
    10685836
  • Published on:
    13/08/2022
  • Last updated on:
    10/12/2022
 
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