Proactive Seismic Rehabilitation Decision-Making for Water Pipe Networks Considering Earthquake-Induced Transient Strains and Geotechnical Instability
Author:
Affiliation:
1. Graduate Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.
2. Associate Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485163.112
Reference24 articles.
1. ALA (American Lifelines Alliance). (2001). Seismic Fragility Formulations for Water Systems.
2. Boskabadi, A. (2020). A Two-Stage Stochastic Programming Model for Enhancing Seismic Resilience of Water Pipe Networks. The University of Texas at Arlington.
3. Davis C. (2016). “Pipe Rehabilitation for a Seismic Resilient System.” Large Pressure Pipe Structural Rehabilitation Conference.
4. Eidinger, J., and Davis, C. A. (2012). Recent earthquakes: implications for US water utilities. Water Research Foundation.
5. Scenario-Based Seismic Risk Assessment for Buried Transmission Gas Pipelines at Regional Scale
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