Nonlinear dynamic characteristics of a hysteretic TMD and its application on a tall building

被引：4

作者：

Hui, Yi ^{[1
,2
]}

Yang, Zhi-Qiang ^{[1
]}

Ruan, Qipan ^{[1
]}

Li, Ke ^{[1
,2
]}

Bao, Lianjin ^{[3
]}

机构：

[1] Chongqing Univ, Sch Civil Engn, Chongqing 400030, Peoples R China

[2] Chongqing Univ, Key Lab New Technol Construct Cities Mt Area, Minist Educ, Chongqing 400045, Peoples R China

[3] East China Architectural Design & Res Inst Co Ltd, Shanghai 200002, Peoples R China

来源：

JOURNAL OF BUILDING ENGINEERING | 2023年 / 65卷

基金：

中国国家自然科学基金;

关键词：

Hysteretic TMD; High-rise building; Nonlinear vibration; Vibration control; Vortex-induced vibration; TUNED MASS DAMPERS; DESIGN;

D O I：

10.1016/j.jobe.2022.105671

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Hysteretic tuned mass damper (HTMD) has shown strong capacity on the vibration control for high-rise buildings. However, the dynamic effect of HTMD has not been thoroughly studied. In this paper, the nonlinear dynamic characteristics of a harmonically excited system equipped with HTMD are investigated firstly with a thorough parametric analysis. The extended incremental harmonic balance method is used to obtain the frequency responses of this nonlinear system. The Floquet theory is adopted to examine the stability of response. Poincare map and bifurcation diagram are employed to study the response regimes and bifurcations near the resonance fre-quency. Finally, a high-rise building equipped with HTMD is investigated under transverse wind excitation. Standard deviation of response is employed to examine the control effect of HTMD, by comparing to a linear TMD. The obtained results show that a well-designed HTMD can have superior performance in suppressing the vortex-induced vibration, and a more effective energy absorbing capacity than linear TMD.

引用

页数：15

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