Experimental Performance Evaluation of Pipelines Rehabilitated with Cured-In-Place Pipe Liner under Earthquake Transient Ground Deformations-Reference-Cited by-同舟云学术

Experimental Performance Evaluation of Pipelines Rehabilitated with Cured-In-Place Pipe Liner under Earthquake Transient Ground Deformations

Published:2017-06 Issue:2 Volume:23 Page:04016036
ISSN:1076-0342
Container-title:Journal of Infrastructure Systems
language:en
Short-container-title:J. Infrastruct. Syst.

Author:

Zhong Zilan¹,Filiatrault Andre²,Aref Amjad³

Affiliation:

1. Assistant Professor, College of Architecture and Civil Engineering, Beijing Univ. of Technology, Beijing 100124, P.R. China (corresponding author).

2. Professor, Dept. of Civil, Structural and Environmental Engineering, State Univ. of New York at Buffalo, Buffalo, NY 14260; Professor, Univ. of Advanced Studies, 27100 Pavia, Italy.

3. Professor, Dept. of Civil, Structural and Environmental Engineering, State Univ. of New York at Buffalo, Buffalo, NY 14260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IS.1943-555X.0000326

Reference27 articles.

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2. Ariman T. (1983). “Buckling and rupture failure in pipelines due to large ground deformations.” Proc. 14th Joint Panel Conf. of the US-Japan Cooperative Program in Natural Resources National Bureau of Standards Gaithersburg MD.

3. ASTM. (2007). “Standard test method for in-plane shear properties of polymer matrix composite materials by the rail shear method.” ASTM D4255/D4255M-01 West Conshohocken PA.

4. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039/D3039M-08 West Conshohocken PA.

5. Evaluation of the Effects of the 1985 Michoacan Earthquake on the Water Systems in Metropolitan Mexico City

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