Model, tests and application design for viscoelastic dampers

被引:115
作者
Xu, Zhao-Dong [1 ]
Wang, Deng-Xiang [1 ]
Shi, Chun-Fang [1 ]
机构
[1] Southeast Univ, RC&PC Key Lab, Educ Minist, Nanjing, Peoples R China
基金
中国国家自然科学基金;
关键词
Energy dissipation; engineering design; mathematical model; performance test; viscoelastic damper;
D O I
10.1177/1077546310373617
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Many kinds of dampers are invented to reduce the dynamic responses due to earthquake or strong wind. Viscoelastic damper is a kind of commonly used passive control device for vibration mitigation of structures. Its energy dissipation characteristics are affected by environmental temperature and excitation frequency. In order to describe the complex characteristics of viscoelastic dampers changing with temperature and frequency, a new model - the equivalent standard solid model, which is based on the standard linear solid model and temperature-frequency equivalent theory, is proposed. The comparison results between experimental and numerical data of viscoelastic dampers show that the equivalent standard solid model can precisely describe energy dissipation behavior of viscoelastic dampers under different temperatures and frequencies. At the same time, 52 viscoelastic dampers are applied for seismic retrofit design on Xi'an Petrol Hotel, and the finite analysis for structures with and without dampers are carried out under frequent-earthquake and infrequent-earthquake excitations. The dynamic responses of structures with and without dampers are compared. Analytical results show that viscoelastic dampers can reduce the earthquake responses effectively, and they are high-performance energy dissipation devices.
引用
收藏
页码:1359 / 1370
页数:12
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