Seismic Damage Estimation for Buried Pipelines: Challenges after Three Decades of Progress-Reference-Cited by-同舟云学术

Seismic Damage Estimation for Buried Pipelines: Challenges after Three Decades of Progress

Published:2010-02 Issue:1 Volume:1 Page:19-24
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Pineda-Porras Omar¹²,Najafi Mohammad¹²

Affiliation:

1. Postdoctoral Research Associate, Energy and Infrastructure Analysis (D-4), Los Alamos National Laboratory, P.O. Box 1663, MS K557, Los Alamos, NM 87545 (corresponding author).

2. Director, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education (CUIRE), Univ. of Texas at Arlington, Box 19308, 428 Nedderman Hall, Arlington, TX 76019-0308.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000042

Reference38 articles.

1. ALA. (2001). “Seismic fragility formulations for water systems.” American Society of Civil Engineers (ASCE) and Federal Emergency Management Agency (FEMA) ⟨www.americanlifelinesalliance.org⟩ (Jan. 2002).

2. Ayala G. and O’Rourke M. J. (1989). “Effects of the 1985 Michoacan earthquake on water systems and other buried lifelines in Mexico.” Technical Rep. No. NCEER-89-0009 Multidisciplinary Center for Earthquake Engineering Research New York.

3. Ballantyne D. B. Berg E. Kennedy J. Reneau R. and Wu D. (1990). “Earthquake loss estimation modeling for the Seattle water system: Report to U.S. Geological Survey under Grant 14-08-0001-G1526.” Technical Rep. Prepared for Kennedy/Jenks/Chilton Federal Way Wash.

4. Correlation of Pipeline Damage with Ground Motions

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