PC Tendon Damage Detection Based on Phase Space Topology Changes in Different Frequency Ranges-Reference-Cited by-同舟云学术

PC Tendon Damage Detection Based on Phase Space Topology Changes in Different Frequency Ranges

Published:2019-08-24 Issue:8 Volume:17 Page:474-488
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Tuttipongsawat Porjant¹,Sasaki Eiichi¹,Suzuki Keigo²,Fukuda Masato³,Kawada Naoki⁴,Hamaoka Koji⁵

Affiliation:

1. Department of Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan.

2. Department of Architecture and Civil Engineering, University of Fukui, Japan.

3. Bridge and Structural Engineering Division, West Nippon Expressway Company Limited, Osaka, Japan.

4. West Nippon Expressway Engineering Kansai Company Limited, Osaka, Japan.

5. Research and Development Department, Nippon PS Company Limited, Fukui, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/17/8/17_474/_pdf

Reference33 articles.

1. 1) Chelidze, D. and Cusumano, J. P., (2006). “Phase space warping: nonlinear time-series analysis for slow drifting systems.” Philosophical Transactions of the Royal Society A, 364, 2495-2513.

2. 2) Chelidze, D. and Liu, M., (2006). “Multidimensional damage identification based on phase space warping: an experimental study.” Nonlinear Dynamics, 46(1), 61-72.

3. 3) Duke, J. C., (2002). “Health monitoring of post-tension tendons in bridges [online].” Virginia, USA, Virginia Transportation Research Council. Available from: <https://vtechworks.lib.vt.edu/handle/10919/46650> [Accessed 11 August 2019].

4. 4) fib, (2003). “Influence of material and processing on stress corrosion cracking of prestressing steel - case studies (fib technical bulletin no. 26).” Lausanne, Switzerland: Fédération Internationale du Béton.

5. 5) Hamed, E. and Frostig, Y., (2006). “Natural frequencies of bonded and unbonded prestressed beams - prestress force effects.” Journal of Sound and Vibration, 295(1-2), 28-39.

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