Damage Assessment of Truss Diagonal Members Based on Frequency Changes in Local Higher Modes

Author:

Yoshioka T.,Takahashi M.,Yamaguchi H.,Matsumoto Y.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference5 articles.

1. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics. A Literature Review;Doebling;Los Alamos National Laboratory report La-,1996

2. System identification of suspension bridge from ambient vibration response;Siringoringo;Journal of Engineering Structures.,2008

3. Health Monitoring of Bridges;Wenzel H,2009

4. An eigensystem realization algorithm for modal parameter identification and modal reduction;Juang;Journal of Guidance, control, and Dynamics.,1985

5. Modal Testing: Theory and Practice;Ewins DJ,1985

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2. Damage detection framework for truss railway bridges utilizing statistical analysis of operational strain response;Structural Control and Health Monitoring;2020-06-07

3. Damage Detection of Steel-Truss Railway Bridges Using Operational Vibration Data;Journal of Structural Engineering;2020-03

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5. A plane-frame model for the analysis of cross beams in open-deck railway bridges;Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit;2015-03-02

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