Evaluation of the half-power bandwidth method to estimate damping in systems without real modes

被引:58
作者
Olmos, Bertha A. [1 ]
Roesset, Jose M. [2 ]
机构
[1] Univ Michoacana, Morelia, Michoacan, Mexico
[2] Texas A&M Univ, College Stn, TX USA
关键词
effective damping; system identification; half-power bandwidth method;
D O I
10.1002/eqe.1010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of this work was to assess the significance of the values of damping obtained applying the half-power bandwidth method to the frequency response records of the steady-state response of a system that does not possess real modes either because the damping matrix does not satisfy the orthogonality condition or because its parameters are functions of frequency. A multi-degree of freedom system with real modes and different types of damping is considered first. A two degree of freedom system with an arbitrary damping matrix, a rigid mass on an elastic foundation subjected to vertical and coupled horizontal/rocking vibrations, and a single degree of freedom model of a building accounting for inertial soil structure interaction effects are considered next in more detail. The results show that the predictions of the method, when applicable compare very well with those provided by approximate formulae and procedures used in practice. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:1671 / 1686
页数:16
相关论文
共 6 条
[1]  
CHOPRA AK, 2007, DYNAMICS STRUCTURES, P80
[2]  
NAVARRETE BAO, 2009, 4 INT C STRUCT HLTH
[3]  
ROESSET JM, 2007, NOTES COURSE DYNAMIC
[4]  
ROESSET S, 2009, BUCHANAN LECT
[5]  
Veletsos A.S., 1973, EARTHQ ENG STRUCT D, V2, P87, DOI [10.1002/eqe.4290020108, DOI 10.1002/EQE.4290020108]
[6]  
Veletsos AS, 1971, J SOIL MECH F DIV AS, V97, P1227