Vibration-based Damage Detection of Structures by Genetic Algorithm

Author:

Hao Hong1,Xia Yong2

Affiliation:

1. Associate Professor, Dept. of Civil and Resource Engineering, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia.

2. Graduate Student, School of Civil and Structural Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Reference20 articles.

1. The location of defects in structures from measurements of natural frequencies

2. Chow J. H. and Ghaboussi J. (1998). “Studies in bridge damage detection using genetic algorithm.” Proc. 6th East Asia-Pacific Conf. on Structural Engineering and Construction Taipei Taiwan 1621–1626.

3. Farrar C. R. and Jauregui D. V. (1996). “Damage detection algorithms applied to experimental and numerical modal data from the I-40 bridge.” Rep. LA-13074-MS Los Alamos National Laboratory Los Alamos N.M.

4. Friswell M. I. and Mottershead J. E. (1995). Finite element model updating in structural dynamics Kluwer Dordrecht The Netherlands.

5. A combined genetic and eigensensitivity algorithm for the location of damage in structures

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