Baseline Models for Bridge Performance Monitoring-Reference-Cited by-同舟云学术

Baseline Models for Bridge Performance Monitoring

Published:2004-05 Issue:5 Volume:130 Page:562-569
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Feng Maria Q.¹,Kim Doo Kie²,Yi Jin-Hak³,Chen Yangbo⁴

Affiliation:

1. Member, Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697-2175.

2. Assistant Professor, Kunsan National Univ., Kunsan 573-701, Korea; formerly, Visiting Post-Doctoral Researcher, Univ. of California, Irvine, CA 92697-2175.

3. Research Assistant Professor, Smart Infra-Structure Technology Center, Korea Advanced Institute of Science and Technology, Daejeon 305-701, Korea; formerly, Visiting Post-Doctoral Researcher, Univ. of California, Irvine, CA 92697-2175.

4. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697-2175.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A5%28562%29

Reference19 articles.

1. Issues in Infrastructure Health Monitoring for Management

2. Asmussen J. C. and Brincker R. (1996). “Estimation of frequency response function by random decrement.” Proc. 14th Int. Modal Analysis Conf. Society for Experimental Mechanics Dearborn Mich. 246–252.

3. Bendat J. S. and Piersol A. G. (1993). Engineering application of correlation and spectral analysis Wiley New York.

4. Modal identification of output-only systems using frequency domain decomposition

5. A Summary Review of Vibration-Based Damage Identification Methods

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