Lifeline performance under extreme loading during earthquakes

Geotechnical, Geological and Earthquake Engineering

Volumn 6, Issue , 2007, Pages 407-432

  O'Rourke, T D ^a   Bonneau, A L ^a  

^a Department of Obstetrics Gynecology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84874442425     PISSN: 15736059     EISSN: 18724671     Source Type: Book Series    
DOI: 10.1007/978-1-4020-5893-6_17     Document Type: Article

References (20)

1. Cornell University, Rensselaer Polytechnic Institute, and Sciencenter Discovery Center (2006) NEESR Annual Report, report submitted to National Science Foundation, nees@cornell.edu
2. Fellenius BH, (1980) The analysis of results from routine pile load tests. Ground Engineering, 13(6): 19-31
3. Hamada M, O'Rourke TD, eds (1992) Case Studies of Liquefaction and Lifeline Performance during Past Earthquakes. National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY, February 1992, Technical Report NCEER-92-0001
4. Hansen JB (1963) Discussion of "hyperbolic stress-strain response: cohesive soils," by R.L. Kondner. Journal of the Soil Mechanics and Foundations Division, ASCE 89(SM4): 241-242
5. Isenberg J (1979) Role of corrosion in water pipeline performance in three US earthquakes. Proc. of the 2nd US National Conference on Earthquake Engineering, Stanford, CA, August 1979, pp 683-692
6. Jeon S-S, O'Rourke TD (2005) Northridge earthquake effects on pipelines and residential buildings. Bulletin of the Seismological Society of America, BSSA 95-1:1-25
7. O'Rourke TD, Hamada M, eds (1992) Case Studies of Liquefaction and Lifeline Performance during Past Earthquakes. National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY, Technical Report NCEER-92-0002
8. O'Rourke TD, Toprak S (1997) GIS assessment of water supply damage from the Northridge earthquake. Spatial Analysis in Soil Dynamics and Earthquake Engineering, ASCE, Frost D, ed
9. O'Rourke TD (1998) An Overview of Geotechnical and Lifeline Earthquake Engineering. Geotechnical Special Publication No. 75, ASCE, Pakoulis P, Yegian M, Holtz D, eds, Reston, VA, 1998, II, 1392-1426
10. O'Rourke TD, Toprak S, Sano Y (1998) Factors affecting water supply damage caused by the Northridge earthquake. Proc. of the 6th US National Conference on Earthquake Engineering, Seattle, WA, June 1998, pp 1-12
11. O'Rourke TD, Jeon S-S (1999) Factors affecting the earthquake damage of water distribution systems. Proc. of the 5th US Conference on Lifeline Earthquake Engineering, Seattle, WA, ASCE, Reston, VA, August 1999, pp 379-388
12. O'Rourke TD, Stewart HE, Jeon S-S (2001) Geotechincal aspects of lifeline engineering, Proc. of Institution of Civil Engineers Geotechnical Engineering, Vol 149, Issue 1, January 2001, pp 13-26
13. Toprak S, O'Rourke TD, Tutuncu I (1999) Geographic information system (GIS) characterization of spatially-distributed lifeline damage. Proc. of the 5th US Conference on Lifeline Earthquake Engineering, Seattle, WA, ASCE, Reston, VA, August 1999, pp 110-119
14. Trautmann CH, O'Rourke TD (1983) Behavior of Pipe in Dry Sand Under Lateral and Uplift Loading. Geotechnical Engineering Report 83-7, Cornell University, Ithaca, New York
15. Trautmann CH, O'Rourke TD (1985) Lateral force-displacement response of buried pipe. Journal of Geotechnical Engineering, ASCE, Reston, VA 111(9):1068-1084
16. Trautmann CH, O'Rourke TD, Kulhawy FH (1985) Uplift force-displacement response of buried pipe. Journal of Geotechnical Engineering, ASCE 111(9):1061-1067
17. Turner JE (2004) Lateral Force-Displacement Behavior of Pipes in Partially Saturated Sand, Master of Science Thesis, Cornell University, Ithaca, New York
18. Whitman RV, Anagnos T, Kircher CA, Lagorio HJ, Lawson RS, Schneider P (1997) Development of a national earthquake loss estimation methodology. Earthquake Spectra 13(4):643-661
19. Yoshisaki K, O'Rourke TD, Hamada M (2001) Large deformation behavior of buried pipelines with low-angle elbows subjected to permanent ground deformation. Journal of Structural Mechanics and Earthquake Engineering, JSME 4(50):215-228
20. Youd TL (1973) Liquefaction, Flow, and Associated Ground Failure. US Department of the Interior, Washington, D.C., Geologic Survey Circular 688