Damage identification in a parabolic arch by means of natural frequencies, modal shapes and curvatures-Reference-Cited by-同舟云学术

Damage identification in a parabolic arch by means of natural frequencies, modal shapes and curvatures

Published:2016-08-10 Issue:11 Volume:51 Page:2847-2859
ISSN:0025-6455
Container-title:Meccanica
language:en
Short-container-title:Meccanica

Author:

Capecchi Danilo,Ciambella Jacopo,Pau Annamaria,Vestroni Fabrizio

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/s11012-016-0510-3.pdf

Reference32 articles.

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2. Fan YF, Zhou J, Hu ZQ, Zhu T (2007) Study on mechanical response of an old reinforced concrete arch bridge. Struct Control Health Monit 14(6):876–894

3. Jiang S, Xu F, Fu C (2010) Intelligent damage identification model of an arch bridge based on box-counting dimension and probabilistic neural network. J Comput Inf Syst 6(4):1185–1192

4. Magalhães F, Cunha A, 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

5. Benedettini F, Capecchi D (1988) A perturbation technique in sensitivity analysis of elastic structures. Meccanica 23(1):5–10

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