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Equivalent static wind load based on displacement mode and load combination for high‐rise buildings

Author(s): (Guangzhou Research Institute of Construction Industry Co., Ltd. Guangzhou China)
(School of Civil Engineering Beijing Jiaotong University Beijing China)
(School of Civil Engineering Beijing Jiaotong University Beijing China)
(Guangzhou Research Institute of Construction Industry Co., Ltd. Guangzhou China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings
DOI: 10.1002/tal.2169
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.2169.
  • About this
    data sheet
  • Reference-ID
    10791382
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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