Optimal design of water supply networks for enhancing seismic reliability

Author:

Yoo Do GuenORCID,Kang Doosun,Kim Joong Hoon

Funder

Korean government (MSIP)

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Safety, Risk, Reliability and Quality

Reference51 articles.

1. Federal Emergency Management Agency (FEMA). HAZUS97 Technical Manual; 1997.

2. Whitman RV, Hein KH. Damage probability for a water distribution system. In: Proceedings of the ASCE TCLEE specialty conference on lifeline earthquake engineering, 31; 1977, p. 410–23.

3. Hall W, Newmark N. Seismic design criteria for pipelines and facilities. In: Current state of knowledge of lifeline earthquake engineering. New York: ASCE; 1977. p. 18–34. Editor: Technical Council on Lifeline Earthquake Engineering Specialty Conference.

4. Wright JP, Takada S. Earthquake response characteristics of jointed and continuous buried lifelines. Grant Report No. 15. Prepared for the National Science Foundation by Weidlinger Associates, Grant No. PFR 78-15049; 1980.

5. Response of buried structures to traveling waves;Hwang;J Geotech Eng Division,1981

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