Analysis of Displacement Vibration Isolation of Nonlinearly Damped Multi-Storey Building Structures using an Output Frequency Response Function

被引：0

作者：

Guo, P. F. ^{[1
]}

Lang, Z. Q. ^{[1
]}

Peng, Z. K. ^{[1
]}

机构：

[1] Univ Sheffield, Dept Automat Control & Syst Engn, Sheffield S10 2TN, S Yorkshire, England

来源：

PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY | 2010年 / 93卷

基金：

英国工程与自然科学研究理事会;

关键词：

output frequency response function; nonlinearity; multi-storey building; displacement vibration isolation;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, the output frequency response function (OFRF), a concept recently proposed by the authors is applied to study the effect of nonlinear viscous damping device on the displacement vibration isolation of multi-storey building structures. The results reveal that the OFRF estimation has an excellent agreement with the FE model analysis result, and imply that the OFRF can be used as a powerful approach to the design of nonlinear viscous damping devices for multi-storey building structures.

引用

页数：9

共 11 条

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