Experimental investigation of wind effects on a 282-meter-high tower with complex aerodynamic shapes based on a rigid model and multi-degree-of-freedom aeroelastic model

Author:

Fu Guoqiang,Quan YongORCID,Gu Ming,Huang PengORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference91 articles.

1. Dynamic performance evaluation of a 492 m super high-rise building with active tuned mass dampers during four consecutive landfall typhoons within a month;Fu;J Build Eng,2022

2. Experimental investigation of vortex-induced vibration of a thousand-meter-scale mega-tall building;Zheng;J Fluids Struct,2019

3. Characteristics of unsteady pressures on slender tall building;Kim;J Wind Eng Ind Aerodyn,2018

4. Aerodynamic and aeroelastic analyses on the CAARC standard tall building model using numerical simulation;Braun;Comput Struct,2009

5. Numerical simulation of wind veering effects on square-section super high-rise buildings under various wind directions;Feng;Journal of Building Engineering,2021

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