Wind-Induced Vibration Coefficient of Landscape Tower with Curved and Twisted Columns and Spiral Beams Based on Wind Tunnel Test Data

Wind-Induced Vibration Coefficient of Landscape Tower with Curved and Twisted Columns and Spiral Beams Based on Wind Tunnel Test Data

The complex aerodynamic shape and structural form affect the wind-induced vibration coefficient <i>β</i> of landscape towers with a twisted column and spiral beam (short for LTs). To clarify the <i>β</i> distribution characteristics, evaluate the applicability of existing loa...

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Bibliographic Details
Main Authors: Shuang Zhao, Chengtao Zhang, Jiahao Yue, Zhitao Yan, Jun Liu, Bin Zhang, Bowei Liu
Format: Article
Language:English
Published: MDPI AG 2022-10-01
Series:Buildings
Subjects:
landscape tower
wind-induced vibration coefficient
wind tunnel test
numerical simulation
wind speed spectrum
Online Access:https://www.mdpi.com/2075-5309/12/10/1635

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