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A Generalized Dynamic Analysis Method for the Linear Structural System with Viscoelastic Elements

delete2024-02-14
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PRE
AI
P
Pan-Pan Gai *
徐
徐照 (Zhao‐Dong Xu) *
毕勤胜 封面图
毕勤胜 (Qinsheng Bi)
Z
Zi-Cong Xie
戴军 封面图
戴军 (Jun Dai)
姜文安 封面图
姜文安 (Wen‐An Jiang)
DOI:10.1142/S0219455424502626delete
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摘要

摘要

En 中文
The high-damping viscoelastic (VE) materials are widely used to reduce unwanted vibrations in civil structures. However, the significant frequency and temperature dependences from high-damping VE materials cause a challenge in efficiently analyzing the structural dynamic behaviors. The aim of this study is to propose a generalized dynamic analysis method for the linear structural system with VE elements. The implementation steps and advantages of the dynamic analysis method are presented. In this method, the frequency-dependent matrices and non-proportional damping induced by VE elements are fully considered in modal coordinates, and then the state-space representation converted from the modal-based transfer function is adopted to implement the time-domain simulation. Any popular VE constitutive models which accurately describe frequency-dependent matrices can be applied to the method. The number of the state-space representation can be adjusted according to the interested frequency range. Numerical applications performed on a viscoelastically damped structure, a VE base-isolated structure, and a structure with a VE tuned mass damper (TMD) demonstrate the numerical accuracy, efficiency, and generality of the proposed dynamic analysis method.
Keyword:
Dynamic analysis method
viscoelastic dynamic system
viscoelastic damper
viscoelastic constitutive model
state-space method

期刊

International Journal of Structural Stability and Dynamics 封面图
International Journal of Structural Stability and Dynamics
IF:
3.4
论文数:
3.1K
被引数:
6.3K

机构

J
Jiangsu University
学者数:
4.0W
论文数: 2.8W
被引数: 5.5W
S
southeast university - china
学者数:
5.3W
论文数: 4.9W
被引数: 57
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引用论文

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