Singular entropy-based method to determine the system order in stochastic subspace identification

被引:0
作者
Zhang, Xiao-Hua [1 ]
Ren, Wei-Xin [1 ]
机构
[1] Fuzhou Univ, Sch Management, Fuzhou 350002, Peoples R China
来源
STRUCTURAL CONDITION ASSESSMENT, MONITORING AND IMPROVEMENT, VOLS 1 AND 2 | 2007年
关键词
modal parameter identification; operational vibration measurement; stochastic subspace identification; system order; singular entropy; civil engineering structures;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The operational modal parameter identification is now very active research topic in the system identification of civil engineering structures. As only output is measured, the modal parameter identification therefore bases structural output-only data. Stochastic Subspace Identification is a state-of-the-art technique to identify the structural modal parameters through field operational measurements. To determine the system order, however, is still an issue to be addressed in the data-driven Stochastic Subspace Identification. Based on the concept of the singular entropy, the singular entropy increment and its derivative are proposed in the paper to determine the system order incorporated with the Stochastic Subspace Identification. The corresponding theory and algorithm are described in detail. A simulated 4-strory frame structure and a simply beam tested in the laboratory are presented to illustrate the applicability and reliability of the proposed singular entropy based method to determine the system order. It is demonstrated that the proposed method is effective and applicable.
引用
收藏
页码:1451 / 1456
页数:6
相关论文
共 10 条
[1]  
Andersen P., 1996, P IMAC14 14 INT MOD, P518
[2]  
Bendat JS, 1993, ENG APPL CORRELATION, DOI DOI 10.2514/3.49131
[3]  
De Roeck G., 1999, MACEC2 0 MODAL ANAL
[4]  
JAMES GH, 1995, MODAL ANAL, V10, P260
[5]  
LV ZM, 1999, CHINESE J MECH ENG, V33, P85
[6]  
OVERSCHEE P. VAN, 1996, SUBSPACE IDENTIFICAT
[7]  
PEETERS B, 1999, PROBLEMS ENG, V1, P1
[8]  
PEETERS B, 2000, THESIS K U LEUVEN
[9]   Output-only modal parameter identification of civil engineering structures [J].
Ren, WX ;
Zong, ZH .
STRUCTURAL ENGINEERING AND MECHANICS, 2004, 17 (3-4) :429-444
[10]   Development of an advanced noise reduction method for vibration analysis based on singular value decomposition [J].
Yang, WX ;
Tse, PW .
NDT & E INTERNATIONAL, 2003, 36 (06) :419-432