Structural Damage Detection of Cable-Stayed Bridges Using Changes in Cable Forces and Model Updating-Reference-Cited by-同舟云学术

Structural Damage Detection of Cable-Stayed Bridges Using Changes in Cable Forces and Model Updating

Published:2009-09 Issue:9 Volume:135 Page:1093-1106
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hua X. G.¹²³⁴,Ni Y. Q.¹²³⁴,Chen Z. Q.¹²³⁴,Ko J. M.¹²³⁴

Affiliation:

1. Associate Professor, Wind Engineering Research Center, College of Civil Engineering, Hunan Univ., Changsha, 410082 Hunan, China; formerly, Ph.D. Student, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong (corresponding author).

2. Associate Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

3. Professor, Director, Wind Engineering Research Center, College of Civil Engineering, Hunan Univ., Changsha, 410082 Hunan, People’s Republic of China.

4. Chair Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282009%29135%3A9%281093%29

Reference32 articles.

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5. Doebling S. W. Farrar C. R. Prime M. B. and Shevitz D. W. (1996). “Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review.” Rep. No. LA-13070-MS Los Alamos National Laboratories Los Alamos N.M.

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