NONDESTRUCTIVE DAMAGE EVALUATION OF A STRUCTURE FROM LIMITED MODAL PARAMETERS

被引:37
作者
TOPOLE, KG [1 ]
STUBBS, N [1 ]
机构
[1] TEXAS A&M UNIV,DEPT CIVIL ENGN,COLLEGE STN,TX 77843
关键词
D O I
10.1002/eqe.4290241102
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A method to predict structural damage in its location and severity from modal characteristics of the damaged structure is proposed. No a priori knowledge of the modal characteristics of a corresponding baseline structure is required in the proposed formulation. Instead, information on the geometry of the structure which is reflected in its mass and stiffness distribution is needed. From matrix structural analysis, a system of equations is generated which relates the relative change of stiffness of structural members to a load vector generated from modal parameters of the damaged structure. Different solution techniques are suggested to determine the damage from the generated equations. The feasibility of the proposed formulation is demonstrated via a numerical example of a 10-storey building. Further, an error investigation on the error in the damage predictions due to uncertainties in the input data is carried out.
引用
收藏
页码:1427 / 1436
页数:10
相关论文
共 15 条
[1]   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
[2]  
MAO Q, 1991, MODAL ANAL MODELI DE, V38, P165
[3]  
Myers RH, 1990, CLASSICAL MODERN REG
[4]  
Natke HG, 1988, EINFUHRUNG THEORIE P
[5]  
PENROSE R, 1965, P CAMBRIDGE PHILOS S, V52, P60
[6]  
Press W. H., 1989, NUMERICAL RECIPES AR
[7]   IDENTIFICATION OF MODAL PROPERTIES OF BRIDGES [J].
SALANE, HJ ;
BALDWIN, JW .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1990, 116 (07) :2008-2021
[8]  
SMITH SW, 1988, AIAASDM882461 INT SP
[9]  
Stubbs N., 1992, P 10 ASCE STRUCTURES, P543
[10]  
Stubbs N., 1990, INT J ANAL EXP MODAL, V5, P67