Failure Analysis, Condition Assessment Technologies, and Performance Prediction of Prestressed-Concrete Cylinder Pipe: State-of-the-Art Literature Review-Reference-Cited by-同舟云学术

Failure Analysis, Condition Assessment Technologies, and Performance Prediction of Prestressed-Concrete Cylinder Pipe: State-of-the-Art Literature Review

Published:2014-06 Issue:3 Volume:28 Page:618-628
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Ge Shaoqing¹,Sinha Sunil²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute, Blacksburg, VA 24061 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute, Blacksburg, VA 24061.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000424

Reference69 articles.

1. Agbenowosi N. Loganathan G. V. Deb A. K. Grablutz F. Hasit Y. and Snyder J. (2003). “Methods of analysis for pipeline replacement.” Proc. World Water and Environmental Resources Congress ASCE Reston VA 1–10.

2. Alavinasab A. Padewski E. III Holley M. and Jha R. (2010). “Damage identification based on vibration response of prestressed concrete cylinder pipes.” Proc. Pipelines 2010 ASCE Reston VA 909–919.

3. Amaitik N. M. and Amaitik S. M. (2008). “Development of PCCP wire breaks prediction model using artificial neural networks.” Proc. Pipelines 2008 ASCE Reston VA 1–11.

4. American Water Works Association. (2007). “Failure of prestressed concrete cylinder pipe.” Proc. AWWA Annual Conf. 2007 American Water Works Association (AWWA) Denver.

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