Substructural and progressive structural identification methods

被引:117
作者
Koh, CG
Hong, B
Liaw, CY
机构
[1] Natl Univ Singapore, Dept Civil Engn, Singapore 119260, Singapore
[2] DSO Natl Labs, Singapore 118230, Singapore
关键词
structural dynamics; system identification; substructure; genetic algorithms;
D O I
10.1016/S0141-0296(03)00122-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
While it is possible in principle to determine unknown structural parameters by system identification techniques, a major challenge lies in the numerical difficulty in obtaining reasonably accurate results when the system size is large. Adopting the strategy of "divide-and-conquer" to address this issue, substructural identification and progressive structural identification methods are formulated. The main idea is to divide the structure into substructures such that the number of unknown parameters is within manageable size in each stau e of identification. A non-classical approach of genetic algorithms is employed as the search toot for its several advantaces including ease of implementation and desirable characteristics of global search. Numerical simulation study is presented, including a fairly large system of 50 degrees of freedom, to illustrate the identification accuracy and efficiency. The methods are tested for known-mass and unknown-mass systems with up to 102 unknown parameters, accounting for the effects of incomplete and noisy measurements. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1551 / 1563
页数:13
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