Damage Assessment with Ambient Vibration Data Using a Novel Time Series Analysis Methodology-Reference-Cited by-同舟云学术

Damage Assessment with Ambient Vibration Data Using a Novel Time Series Analysis Methodology

Published:2011-12 Issue:12 Volume:137 Page:1518-1526
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gul Mustafa¹²,Catbas F. Necati¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, Alberta, Canada T6G 2W2; formerly, Postdoctoral Associate, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816.

2. Associate Professor, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816 (corresponding author).

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%29ST.1943-541X.0000366

Reference34 articles.

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2. Asmussen J. C. Ibrahim S. R. and Brincker R. (1996). “Random decrement and regression analysis of traffic responses of bridges.” 14th Int. Modal Analysis Conf. Society for Experimental Mechanics Bethel CT 453–458.

3. IDENTIFICATION AND LEVEL I DAMAGE DETECTION OF THE Z24 HIGHWAY BRIDGE

4. Burkett J. L. (2005). “Benchmark studies for structural health monitoring using analytical and experimental models.” M.S. thesis Univ. of Central Florida Orlando FL.

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