Optimal Rehabilitation of Gas Distribution Pipelines in Liquefiable Soils Considering Seismic Reliability
Author:
Affiliation:
1. Formerly, Graduate Research Assistant, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634. ORCID: .
2. Liles Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634 (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000545
Reference39 articles.
1. ALA (American Lifelines Alliance). 2001. “Seismic fragility formulations for water systems: Part 1—Guidelines.” Accessed January 20 2020. http://www.americanlifelinesalliance.com/pdf/Part_1_Guideline.pdf.
2. Seismic Performance and Recovery Modeling of Natural Gas Networks at the Community Level Using Building Demand
3. Retrofitting pipelines with cured-in-place linings for earthquake-induced ground deformations
4. Ayala A. G. and M. J. O’Rourke. 1989. “Effects of the 1985 Michoacan earthquake on water systems and other buried lifelines in Mexico.” Accessed January 20 2020. https://nehrpsearch.nist.gov/static/files/NSF/PB89207229.pdf.
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