0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Correction of direction reduction factors of extreme wind speed considering the Ekman spiral in the wind load estimation of super high‐rise buildings with heights of 400–800 m

Author(s): (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China)
ORCID (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China)
(State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China)
ORCID (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 8-9, v. 32
DOI: 10.1002/tal.2004
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.2004.
  • About this
    data sheet
  • Reference-ID
    10708409
  • Published on:
    21/03/2023
  • Last updated on:
    30/05/2023
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine