Crosswind response of tall buildings with nonlinear aerodynamic damping and hysteretic restoring force character. Issue 167 (August 2017)

• Record Type: Journal Article
• Authors: Feng, Changda; Chen, Xinzhong
• Is Part Of: Journal of wind engineering and industrial aerodynamics. Issue 167(2017)
• Page Start: 62
• Page End: 74
• Publication Date: 2017-08
• Subjects: Crosswind response -- Tall buildings -- Nonlinear aerodynamic damping -- Hysteretic damping -- Statistical linearization -- Vortex-induced vibration -- Extreme response -- Fatigue damage; Wind-pressure -- Periodicals; Buildings -- Aerodynamics -- Periodicals; Pression du vent -- Périodiques; Constructions -- Aérodynamique -- Périodiques; Buildings -- Aerodynamics; Wind-pressure; Periodicals
• DOI: 10.1016/j.jweia.2017.04.012
• Languages: English
• ISSNs: 0167-6105

Abstract

Abstract: This study deals with analysis of stochastic crosswind response of tall buildings with bilinear hysteretic restoring force character at the vicinity of vortex lock-in speed where nonlinear negative aerodynamic damping is significant. The nonlinear aerodynamic damping at a given wind speed and the hysteretic damping resulted from hysteretic restoring force are modelled as polynomial functions of amplitude of narrow-band building response. It permits analytical estimations of response statistics by using equivalent nonlinear equation (ENEL) approach, which include root-mean-square value, kurtosis, extreme value distribution and fatigue damage. Response history analysis is also performed to prove the accuracy of this analytical framework. A comprehensive parameter study is carried out to shed insights on the characteristics of inelastic crosswind response. This study also illustrates the advantage of the ENLE approach over the statistical linearization approach with assumption of Gaussian response distribution when applied to estimate inelastic crosswind response at wind speed region with negligible aerodynamic damping. This study not only presents an effective analytical approach but also sheds new insights towards improved understanding of inelastic crosswind response of tall buildings, contributing to a safer and more economical design of tall buildings against strong winds. Highlights: This study addresses analysis of crosswind response of tall buildings with bilinear hysteretic restoring force character and nonlinear aerodynamic damping. The nonlinear aerodynamic damping and hysteretic damping are modelled as polynomial functions of amplitude of narrow-band building response. It permits analytical estimations of response statistics by using equivalent nonlinear equation (ENEL) approach. Response history analysis is also performed to prove the accuracy of this analytical framework. A comprehensive parameter study is carried out to shed insights on the characteristics of inelastic crosswind response.