PC Tendon Damage Detection Based on Change of Phase Space Topology-Reference-Cited by-同舟云学术

PC Tendon Damage Detection Based on Change of Phase Space Topology

Published:2018-08-30 Issue:8 Volume:16 Page:416-428
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Tuttipongsawat Porjan¹,Sasaki Eiichi¹,Suzuki Keigo²,Kuroda Takuya³,Takase Kazuo⁴,Fukuda Masato⁵,Ikawa Yoshiaki⁶,Hamaoka Koji⁷

Affiliation:

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

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

3. Monitoring Business Department, Omron Social Solutions Co., Ltd., Tokyo , Japan.

4. Monitoring Business Department, Social Infrastructure Monitoring Group, Omron Social Solutions Co., Ltd., Tokyo, Japan.

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

6. Structural Technology Department, NEXCO-West Consultants Company Limited, Hiroshima, Japan.

7. Director of Research and Develop Department, Nippon PS Co., Ltd., Fukui, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/16/8/16_416/_pdf

Reference38 articles.

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2. 2) Abdullah, A. B. M., Rice, J. A. and Hamilton, H. R., (2014). “A damage detection model for unbonded post-tensioning tendons based on relative strain variation in multi-strand anchors.” Proceedings of the SPIE Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, San Diego, CA, 8 March, 2014.

3. 3) Abdullah, A. B. M., Rice, J. A. and Hamilton, H. R., (2015). “A strain-based wire breakage identification algorithm for unbonded PT tendons.” Smart Structures and Systems, 16(3), 415-433.

4. 4) Casas, J. R. and Aparicio, A. C., (1994). “Structural damage identification from dynamic-test data.” Journal of Structural Engineering, 120(8), 2437-2450.

5. 5) Cavell, D. G. and Waldron, P., (2001). “A residual strength model for deteriorating post-tensioned concrete bridges.” Computers and Structures, 79, 367-373.

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1. PC Tendon Damage Detection Based on Phase Space Topology Changes in Different Frequency Ranges;Journal of Advanced Concrete Technology;2019-08-24

2. PC Tendon Damage Detection Based on Phase Space Topology Changes in Different Frequency Ranges;J ADV CONCR TECHNOL;2019