One-year dynamic monitoring of a historic tower: damage detection under changing environment-Reference-Cited by-同舟云学术

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One-year dynamic monitoring of a historic tower: damage detection under changing environment

Published:2016-07-11 Issue:11 Volume:51 Page:2873-2889
ISSN:0025-6455
Container-title:Meccanica
language:en
Short-container-title:Meccanica

Author:

Gentile Carmelo,Guidobaldi Marco,Saisi Antonella

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Link

http://link.springer.com/content/pdf/10.1007/s11012-016-0482-3.pdf

Reference28 articles.

1. Reynders E (2012) System identification methods for (operational) modal analysis: review and comparison. Arch Comput Methods Eng 19:51–124. doi: 10.1007/s11831-012-9069-x

2. Wenzel H (2009) Health monitoring of bridges. Wiley, New York

3. Magalhães F, Cunha À, Caetano E (2012) Vibration based structural health monitoring of an arch bridge: from automated OMA to damage detection. Mech Syst Signal Process 28:212–228. doi: 10.1016/j.ymssp.2011.06.011

4. Cross EJ, Koo KY, Brownjohn JMW, Worden K (2012) Long-term monitoring and data analysis of the Tamar Bridge. Mech Syst Signal Process 35:16–34. doi: 10.1016/j.ymssp.08.026

5. Ramos LF, Marques L, Lourenço PB, DeRoeck G, Campos-Costa A, Roque J (2010) Monitoring historical masonry structures with operational modal analysis: two case studies. Mech Syst Signal Process 24(5):1291–1305. doi: 10.1016/j.ymssp.01.011

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