Bridge Structural Condition Assessment Based on Vibration and Traffic Monitoring-Reference-Cited by-同舟云学术

Bridge Structural Condition Assessment Based on Vibration and Traffic Monitoring

Published:2009-08 Issue:8 Volume:135 Page:747-758
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Chen Yangbo¹²³,Feng Maria Q.¹²³,Tan Chin-An¹²³

Affiliation:

1. Engineer, Englekirk Partners Consulting Structural Engineers Inc., Los Angeles, CA 90018; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697-2175.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697-2175 (corresponding author).

3. Professor, Dept. of Mechanical Engineering, Wayne State Univ., Detroit, MI 48202.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282009%29135%3A8%28747%29

Reference27 articles.

1. Asmussen J. C. and Brincker R. (1996). “Estimation of frequency response function by random decrement.” Proc. 14th Int. Modal Analysis Conf. SPIE Bellingham Wash. 246–252.

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

3. Natural Excitation Technique and Eigensystem Realization Algorithm for Phase I of the IASC-ASCE Benchmark Problem: Simulated Data

4. Modeling of Traffic Excitation for System Identification of Bridge Structures

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