Damage Identification Using Modal Data: Experiences on a Prestressed Concrete Bridge

Author:

Huth Olaf11234,Feltrin Glauco11234,Maeck Johan11234,Kilic Nedim11234,Motavalli Masoud11234

Affiliation:

1. EMPA Duebendorf, Structural Engineering Research Laboratory, Ueberlandstrasse 129, CH-8600 Duebendorf, Switzerland.

2. Belgian Road Research Centre, Asphalt Pavements, Bituminous Applications and Chemistry Division, Boulevard de la Woluwe 42, B-1200 Brussels.

3. University of Twente, 7511 ZC Enschede, Hoge Bothofstraat 72, Netherlands.

4. Professor, EMPA Duebendorf, Structural Engineering Research Laboratory, Ueberlandstrasse 129, CH-8600 Duebendorf, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference33 articles.

1. Brincker R. Ventura C. E. and Andersen P. (2001). “Damping estimation by frequency domain decomposition.” Proc. 19th Int. Modal Analysis Conf. Society for Experimental Mechanics Kissimee Florida.

2. Brincker R. Zhang L. and Andersen P. (2000). “Output-only modal analysis by frequency domain decomposition.” Proc. 25th Int. Seminar on Modal Analysis (ISMA) Society for Experimental Mechanics Leuven Belgium.

3. Catbas F. Lenett M. Brown D. Doebling S. Farrar C. and Turer A. (1997). “Modal analysis of multi-reference impact test data for steel stringer bridges.” Proc. 15th Int. Modal Analysis Conf.

4. D. D. S. (2002). FEMTools; User’s manual Leuven Belgium 2.2 Ed.

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