Identification of system parameters and input force from output only

被引:104
作者
Lu, Z. R.
Law, S. S.
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Hong Kong, Peoples R China
[2] Sun Yat Sen Univ, Sch Engn, Guangzhou, Guangdong, Peoples R China
关键词
sensitivity; response; damage; inverse analysis; regularization; identification;
D O I
10.1016/j.ymssp.2006.11.004
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A method based on sensitivity of structural responses is presented for identifying both the system parameters and the input excitation force of a structure. Both sinusoidal and impulsive forces are studied. In the inverse analysis, a short length of measurement from only one or two accelerometers is required, and an iterative gradient-based model updating method based on the dynamic response sensitivity is adopted. The location of the input force is assumed known in the identification. The poor identification with the relatively insensitive parameters in a mixture of parameters with different sensitivities is addressed and solved with another loop of optimization. Validity of the proposed method is demonstrated with two numerical simulations and verified with laboratory results from a simply supported steel beam. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2099 / 2111
页数:13
相关论文
共 32 条
[1]   Time domain analysis for damage detection in smart structures [J].
Cattarius, J ;
Inman, DJ .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1997, 11 (03) :409-423
[2]   LOCATION OF DEFECTS IN STRUCTURES FROM MEASUREMENTS OF NATURAL FREQUENCIES [J].
CAWLEY, P ;
ADAMS, RD .
JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 1979, 14 (02) :49-57
[3]   Simultaneous identification of structural parameters and input time history from output-only measurements [J].
Chen, J ;
Li, J .
COMPUTATIONAL MECHANICS, 2004, 33 (05) :365-374
[4]   The use of antiresonances for robust model updating [J].
D'Ambrogio, W ;
Fregolent, A .
JOURNAL OF SOUND AND VIBRATION, 2000, 236 (02) :227-243
[5]   Estimation of reciprocal residual flexibility from experimental modal data [J].
Doebling, SW ;
Peterson, LD ;
Alvin, KF .
AIAA JOURNAL, 1996, 34 (08) :1678-1685
[6]  
Doebling SW., 1998, Shock Vib. Digest, V30, P99, DOI [10.1177/058310249803000201, DOI 10.1177/058310249803000201]
[7]   UPDATING FINITE-ELEMENT DYNAMIC-MODELS USING AN ELEMENT-BY-ELEMENT SENSITIVITY METHODOLOGY [J].
FARHAT, C ;
HEMEZ, FM .
AIAA JOURNAL, 1993, 31 (09) :1702-1711
[8]  
Friswell M., 1995, FINITE ELEMENT MODEL, V38
[9]  
FRISWELL MI, 1994, MODAL ANAL, V9, P239
[10]   Inverse methods in structural health monitoring [J].
Friswell, MI ;
Mottershead, JE .
DAMAGE ASSESSMENT OF STRUCTURES, 2001, 204-2 :201-210