Selection of Multihazard-Based Damage Scenarios for the Los Angeles Water Transmission Network

Author:

Soleimani Nafiseh11233,Davidson Rachel A.11233,Davis Craig11233,O’Rourke Thomas D.11233,Nozick Linda K.11233

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE.

2. CA Davis Engineering, Santa Clarita, CA.

3. School of Civil and Environmental Engineering, Cornell Univ., Ithaca, NY.

Publisher

American Society of Civil Engineers

Reference18 articles.

1. Comparison of statistical and machine learning approaches to modeling earthquake damage to water pipelines

2. Brown, N. J., Gearhart, J. L., Jones, D. A., Nozick, L. K., Romero, N., and Xu, N. (2013, December). Multi-objective optimization for bridge retrofit to address earthquake hazards. In 2013 Winter Simulations Conference (WSC) (pp. 2475–2486). IEEE.

3. Cubrinovski, M., Hughes, M., Bradley, B., Mccahon, I., Mcdonald, Y., Simpson, H., Cameron, R., Christison, M., Henderson, B., Orense, R., and O’Rourke, T. (2011). Liquefaction Impacts on Pipe Networks engineering, University of Canterbury, New Zealand.

4. Davis C. A. (2019b). “A Proposed Performance Based Seismic Design Process for Lifeline Systems ” in Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions: Proc. 7th International Conference on Earthquake Geotechnical Engineering (ICEGE 2019) CRC Press Balkema pp 1986–1993.

5. Uniform California Earthquake Rupture Forecast, Version 3 (UCERF3)--The Time-Independent Model

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