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

Auteur(s):	Bin He (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China) Yong Quan (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China) Ming Gu (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China) Jialu Chen (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China)
Médium:	article de revue
Langue(s):	anglais
Publié dans:	The Structural Design of Tall and Special Buildings, 8 mai 2023, n. 8-9, v. 32
DOI:	10.1002/tal.2004

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