Paper
18 May 1999 Structural monitoring by system identification in time domain
Chan Ghee Koh, C. Y. Liaw, B. Hong
Author Affiliations +
Abstract
A system identification (SI) procedure to identify structural parameters is proposed in this paper. Instead of identifying parameters in the physical domain, which involves search in a large-dimensional parameter space, the search is made easier computationally in sub-domains orders. Modal decomposition technique is employed. The objective function is the minimization of error of modal response history. Physical parameters are then recovered by making use of modal orthogonality properties. The genetic algorithm is employed based on the principle of natural selection whereby better genes survive and propagate and therefore increase the change of converging to the best parameter set. For numerical study, a 10-story shear building is considered to illustrate the efficiency of the proposed procedure.
© (1999) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Chan Ghee Koh, C. Y. Liaw, and B. Hong "Structural monitoring by system identification in time domain", Proc. SPIE 3671, Smart Structures and Materials 1999: Smart Systems for Bridges, Structures, and Highways, (18 May 1999); https://doi.org/10.1117/12.348684
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CITATIONS
Cited by 3 scholarly publications.
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KEYWORDS
System identification

Direct methods

Structural monitoring

Error analysis

Genetic algorithms

Numerical simulations

Modal analysis

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