Design of tuned mass dampers incorporating wire rope springs: Part II: Simple design method

被引：10

作者：

Gerges, RR ^{[1
]}

Vickery, BJ ^{[1
]}

机构：

[1] Univ Western Ontario, Fac Engn Sci, Dept Civil & Environm Engn, Alan G Davenport Wind Engn Grp, London, ON N6A 5B9, Canada

来源：

ENGINEERING STRUCTURES | 2005年 / 27卷 / 05期

基金：

加拿大自然科学与工程研究理事会;

关键词：

averaging; design; earthquake; non-linear; passive control; probability; tuned mass damper; wind; wire rope;

D O I：

10.1016/j.engstruct.2004.12.014

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A weighted-average technique to calculate the response of a structure equipped with a wire rope spring tuned mass damper, TMD, is presented. The probability distribution of structure-TMD relative displacement envelope is assumed to be of the Rayleigh-type and is used as a weighting function in averaging the amplitude-dependent response. The method is verified by comparing the calculated response with the measurements obtained from the experiments. Further, design charts are developed for structures subject to a white noise random force. The charts are in the form of contour plots for the equivalent viscous damping ratio, provided by the TMD, and the ratio of root-mean-square (RMS) relative displacement to RMS primary system displacement. The use of the design charts is demonstrated by a design example. (c) 2005 Elsevier Ltd. All rights reserved.

引用

页码：662 / 674

页数：13

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