A method for non-parametric damage detection through the use of neural networks

被引:0
作者
Nakamura, M
Masri, SF
Chassiakos, AG
Caughey, TK
机构
[1] Univ So Calif, Dept Civil Engn, Los Angeles, CA 90089 USA
[2] Obayashi Corp, Tech Res Inst, Tokyo 204, Japan
[3] Calif State Univ Long Beach, Sch Engn, Long Beach, CA 90840 USA
[4] CALTECH, Div Engn & Appl Sci, Pasadena, CA 91125 USA
关键词
damage detection; health monitoring; non-destructive evaluation; system identification; neural network; ambient vibration; steel structures;
D O I
10.1002/(SICI)1096-9845(199809)27:9<997::AID-EQE771>3.0.CO;2-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A neural network-based approach is presented for the detection of changes in the characteristics of structure-unknown systems. The approach relies on the use of vibration measurements from a 'healthy' system to train a neural network for identification purposes. Subsequently, the trained network is fed comparable vibration measurements from the same structure under different episodes of response in order to monitor the health of the structure. The methodology is applied to actual data obtained from ambient vibration measurements on a steel building structure that was damaged under strong seismic motion during the Hyogo-Ken Nanbu Earthquake of 17 January 1995. The measurements were done before and after repairs to the damaged frame were made. A neural network is trained with data after the repairs, which represents 'healthy' condition of the building. The trained network, which is subsequently fed data before the repairs, successfully identified the difference between the damaged storey and the undamaged storey. Through this study, it is shown that the proposed approach has the potential of being a practical tool for a damage detection methodology applied to smart civil structures. (C) 1998 John Wiley & Sons, Ltd.
引用
收藏
页码:997 / 1010
页数:14
相关论文
共 18 条
[1]   SYSTEM-IDENTIFICATION APPROACH TO DETECTION OF STRUCTURAL-CHANGES [J].
AGBABIAN, MS ;
MASRI, SF ;
MILLER, RK ;
CAUGHEY, TK .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1991, 117 (02) :370-390
[2]  
AGBABIAN MS, 1988, P INT WORKSH NOND EV
[3]  
AKTAN E, 1997, P 15 INT MOD AN C
[4]  
Architectural Institute of Japan, 1995, PREL REC REP 1995 HY
[5]  
BECK JL, 1997, P NORTHR EARTHQ RES
[6]  
Doebling S.W., 1997, P 15 INT MOD AN C OR
[7]  
*EERI, 1995, HY KEN NANB EARTHQ J
[8]  
GHABOUSSI J, 1994, 45 ANN EARTHM IND C
[9]  
HJELMSTAD KD, IN PRESS ASCE J ENG
[10]  
HOUSNER GW, 1997, ASCE J ENG MECH