A local flexibility method for vibration-based damage localization and quantification-Reference-Cited by-同舟云学术

A local flexibility method for vibration-based damage localization and quantification

Published:2010-06 Issue:12 Volume:329 Page:2367-2383
ISSN:0022-460X
Container-title:Journal of Sound and Vibration
language:en
Short-container-title:Journal of Sound and Vibration

Author:

Reynders Edwin,De Roeck Guido

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference38 articles.

1. A.E. Aktan, K.L. Lee, C. Chuntavan, T. Aksel, Modal testing for structural identification and condition assessment of constructed facilities, Proceedings of 12th International Modal Analysis Conference, Honolulu, HI, 1994, pp. 462–468.

2. Structural damage identification in laminated structures using FRF data;Araújo dos Santos;Composite Structures,2005

3. D. Bernal, Extracting flexibility matrices from state-space realizations, European COST F3 Conference, Madrid, Spain, 2000, pp. 127–135.

4. Load vectors for damage localization;Bernal;ASCE Journal of Engineering Mechanics,2002

5. D. Bernal, The stochastic dynamic damage locating vector approach, Proceedings of the 25th International Modal Analysis Conference, Orlando, FL, 2007.

Cited by 93 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A two-step procedure for damage detection in beam structures with incomplete mode shapes;Journal of Civil Structural Health Monitoring;2024-08-09

2. Damage Detection in Beam Structures Based on Curvature Change Estimated from Incomplete Mode Shapes;Journal of Physics: Conference Series;2024-06-01

3. ARX-Naïve Bayes based structural damage identification;Nondestructive Testing and Evaluation;2024-05-17

4. Prediction of multiple transverse cracks in a composite beam using hybrid RNN-mPSO technique;Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science;2024-03-22

5. Damage quantification in beam-type structures using modal curvature ratio;Innovative Infrastructure Solutions;2024-01-23