Damage Identification on the Tilff Bridge by Vibration Monitoring Using Optical Fiber Strain Sensors

Author:

Reynders Edwin1234,Roeck Guido De1234,Gundes Bakir Pelin1234,Sauvage Claude1234

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, K. U. Leuven, Kasteelpark Arenberg 40, B-3001 Heverlee, Belgium. E-mail: Edwin.Reynders@bwk.kuleuven.be

2. Professor, Dept. of Civil Engineering, K. U. Leuven, Kasteelpark Arenberg 40, B-3001 Heverlee, Belgium.

3. Visiting Researcher, Dept. of Civil Engineering, K. U. Leuven, Kasteelpark Arenberg 40, B-3001 Heverlee, Belgium.

4. Structural Engineer, Ministry of Equipment and Transport (MET), Rue Côte d’Or 253, B-4000 Liège, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference11 articles.

1. DAMAGE DETECTION IN BRIDGES USING MODAL CURVATURES: APPLICATION TO A REAL DAMAGE SCENARIO

2. Cantieni R. (2005). “Experimental methods used in system identification of civil engineering structures.” Proc. 1st Int. Operational Modal Analysis Conf. Copenhagen April 26-27 2005 Aalborg Univ. Aalborg Denmark 249–260.

3. Finite Element Model Updating in Structural Dynamics

4. Damage detection from changes in curvature mode shapes

5. Peeters B. (2000). “System identification and damage detection in civil engineering ” Ph.D. thesis Dept. of Civil Engineering K. U. Leuven Belgium.

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