Holistic Approach for Assessing the Vulnerability of Buried Pipelines to Earthquake Loads

Author:

Allouche Erez N.12,Bowman Andrew L.12

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Louisiana Tech Univ., Ruston, LA 21272 (corresponding author).

2. Junior Engineer, Cumming Cockburn Ltd., 350 Oxford St., Suite 203, London ON, Canada N6H 1T3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Social Sciences,General Environmental Science,Civil and Structural Engineering

Reference22 articles.

1. Applied Technology Council. (1991). “Seismic vulnerability and impact of disruption of lifelines in continental United States.” ATC-25 EQE Int.

2. Ballantyne D. (1995). “The Hanshin-Awaji Earthquake of January 17 1995: Performance of lifelines: Water distribution system.” National Center for Earthquake Engineering Research Buffalo N.Y. 8-1–8-56.

3. Eidinger J. M. (1998). “The Loma Prieta California Earthquake of October 17 1989—Lifelines: Water distribution system.” Professional Paper 1552-A U.S. Geological Survey Washington D.C. A63–A78.

4. Eguchi R. T. and Seligson H. A. (1994). “Estimation of indirect losses caused by disruption of lifeline services: A pilot study of memphis light gas and water system.” Proc. 5th U.S.—Japan Workshop on Earthquake Resistance Design of Life Lines Facilities National Center for Earthquake Engineering Research Buffalo N.Y. 565–576.

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