System identification of linear MDOF structures under ambient excitation

被引:0
|
作者
Quek, ST [1 ]
Wang, WP [1 ]
Koh, CG [1 ]
机构
[1] Natl Univ Singapore, Dept Civil Engn, Singapore 119260, Singapore
来源
关键词
system identification; tall buildings; ambient vibration; stochastic model; band limited excitation; eigenspace algorithm;
D O I
10.1002/(SICI)1096-9845(199901)28:1<61::AID-EQE804>3.0.CO;2-A
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper introduces the eigenspace structural identification technique for tall buildings subjected to ambient excitations that are stationary and where only the response time histories are measured. Based on the forward innovation model of the Kalman filter sequence, the actual response can be constructed as a function of the measured response time history with contamination of either displacement or velocity. The response time history is decomposed into subspace matrices using QR decomposition and Quotient Singular Value Decomposition (QSVD) techniques. These are then substituted into the least-square formulation to obtain the solution which is non-unique. Similarity transformation is applied to arrive at the desired solution employing the fact that eigenvalues of self-similar systems are identical. The advantages of this eigenspace technique are that it is non-iterative, initial estimates of the parameters to the identified are not required, well-established numerical algorithm of the decomposition techniques employed are available, and the method can handle MDOF systems efficiently. Copyright (C) 1999 John Wiley & Sons, Ltd.
引用
收藏
页码:61 / 77
页数:17
相关论文
共 50 条
  • [1] Eigenspace algorithm for identification of MDOF structures under ambient excitation
    Wang, W
    Koh, CG
    Quek, ST
    [J]. STRUCTURAL SAFETY AND RELIABILITY, VOLS. 1-3, 1998, : 371 - 377
  • [2] Interval Analysis for System Identification of Linear MDOF Structures in the Presence of Modeling Errors
    Zhang, M. Q.
    Beer, M.
    Koh, C. G.
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2012, 138 (11) : 1326 - 1338
  • [3] Modal Parameters Identification of Civil Engineering Structures Under Ambient Excitation
    Pei, Qiang
    Li, Long
    [J]. ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 457 - 460
  • [4] Parameters identification of linear structures undergoing ambient excitation using mode decomposition
    Li, Zhong-Fu
    Hua, Hong-Xing
    Song, Han-Wen
    Chen, Zhi-Yan
    [J]. Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University, 2001, 35 (12): : 1761 - 1765
  • [5] Generalized Minimum Variance Control for MDOF Structures under Earthquake Excitation
    Guenfaf, Lakhdar
    Azira, Mohamed
    [J]. JOURNAL OF CONTROL SCIENCE AND ENGINEERING, 2016, 2016
  • [6] Stationary response of MDOF hysteretic system under random excitation
    Deng, Mao Lin
    Zhu, Wei Qiu
    Lü, Qiang Feng
    [J]. International Journal of Non-Linear Mechanics, 2025, 170
  • [7] Modal parameters identification of linear structures undergoin non-stationary ambient excitation
    Naval Ships Sanitation Division, Naval Medical Research Institute, Shanghai 200433, China
    不详
    [J]. J Vib Shock, 2008, 3 (8-12):
  • [8] Modal parameters identification of linear structures undergoing non-stationary ambient excitation
    Li, Zhongfu
    Hua, Hongxing
    Song, Hanwen
    Chen, Zhiyan
    [J]. Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2002, 15 (02):
  • [9] Identification of Modal Parameters with Linear Structure under Non-stationary Ambient Excitation
    续秀忠
    华宏星
    李中付
    陈兆能
    [J]. Journal of Donghua University(English Edition), 2004, (01) : 146 - 151
  • [10] Random decrement: Identification of structures subjected to ambient excitation
    Asmussen, JC
    Ibrahim, SR
    Brincker, R
    [J]. IMAC - PROCEEDINGS OF THE 16TH INTERNATIONAL MODAL ANALYSIS CONFERENCE, VOLS 1 AND 2, 1998, 3243 : 914 - 921