Estimation of earthquake damage to buried pipelines caused by ground shaking

Natural Hazards

Volumn 40, Issue 1, 2007, Pages 1-24

  Toprak, Selcuk ^a   Taskin, Filiz ^a  

^a PAMUKKALE UNIVERSITY   (Turkey)

Author keywords

Denizli; Ground shaking; Lifelines; Loss estimation; Pipelines; Seismic damage; Transient ground deformation (TGD)

Indexed keywords

BRITTLE DEFORMATION; BURIED STRUCTURE; DUCTILE DEFORMATION; EARTHQUAKE DAMAGE; EARTHQUAKE MAGNITUDE; EARTHQUAKE RUPTURE; ESTIMATION METHOD; GIS; GROUND MOVEMENT; PIPELINE;

EID: 33846126240     PISSN: 0921030X     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11069-006-0002-1     Document Type: Article

References (36)

1. Altunel, E.: 2000, Historical earthquake activity in and around Hierapolis, Ricerche Archeologiche Turche Nella Valle Del Lykos, Lykos Vadisi Turk Arkeoloji Arastirmalari. Congedo Editore (in Italian and Turkish). In: F. D'Andria and F. Silvestrelli (eds.), pp. 299-325
2. ALA (American Lifelines Alliance): 2001, Seismic fragility formulations for water systems, Part 1-Guideline, http://www.americanlifelinesalliance.org
3. (1985). Earthquake Damage Evaluation Data for California. Applied Technology Council, Redwood City, CA
4. Ayala, A. G. and O'Rourke, M. J.: 1989, Effect of the 1985 Michoacan Earthquake on water system and other buried lifelines in Mexico, Buffalo, NY, NCEER 89-009
5. Aydan, O., Kumsar, H. and Ulusay, R.: 2001, Denizli ve yakin cevresindeki jeotermal kaynaklarin ve Denizli fayi zonundaki sicaklik deǧisimlerinin yerkabuǧundaki deǧisimlerle ilgili olabilir mi? Jeoteknik III, 3. İzmir ve Çevresinin Deprem ve Jeoteknik Sempozyumu, November 12-14, İzmir, Turkey (in Turkish
6. Aydan, O., Kumsar, H. and Ulusay, R.: 2002, How to infer the possible mechanism and characteristics of earthquakes from the striations and ground surface traces of existing faults, Structural Eng./Earthquake Eng. 19, 199-208
7. Ballantyne, D. B., Berg, E., Kennedy, J., Reneau, R., Wu, D., Taylor, C. E., Crouse, C. B., Eguchi, R. and Tillman, C.: 1990, Earthquake loss estimation modeling of the Seattle water system. Report No. 886005.00, Kennedy/Jenks/Chilton, Federal Way, Washington, D.C
8. Barenberg M. E. (1989). Correlations of pipeline damage with ground motions. J. Geotechnic. Eng. 114: 706-711
9. Campbell K. W. (1997). Empirical near-source attenuation relationships for horizontal and vertical components of peak ground acceleration, peak ground velocity and pseudo-absolute acceleration response spectra. Seism. Res. Lett. 68: 154-179
10. (1984). Guidelines for the Seismic Design of Oil and Gas Pipeline Systems. ASCE, Newyork, NY
11. Eguchi, R. T.: 1982, Earthquake performance of water supply components during the 1971 San Fernando Earthquake. Technical Report 1396-2a, Wiggins JH Company, Redondo Beach, CA
12. Eguchi, R. T.: 1991, Seismic hazard input for lifeline systems. In: E. H. Vanmarcke (ed.), Structural Safety, Vo1.10. Elsevier Science Publishers, pp. 193-198
13. Eguchi, R. T., Philipson, L. L., Legg, M. R., Wiggins, J. H. and Slosson, J. E.: 1981, Earthquake vulnerability of water supply systems. Technical Report No. 80-1396-3, J. H. Wiggins Company, Redondo Beach, CA
14. Eguchi, R. T., Taylor, C. and Hasselman, T. K.: 1983, Seismic component vulnerability models for lifeline risk analysis, Technical Report No. 82-1396-2c, J.H. Wiggins Company, Redondo Beach, CA
15. Environmental Systems Research Institute (ESRI).: 1996, Using ArcView GIS, Environmental Systems Research Institute Inc., Redlands
16. Erel, B., Patelunas, G. M., Niece, J. E. and Oppenheim, I. J.: 1977, Measuring the earthquake performance of urban water systems. In: Proceedings, Technical Council on Lifeline Earthquake Engineering Specialty Conference, Los Angeles, CA, pp.183-198
17. FEMA (Federal Emergency Management Agency): 1999, Earthquake loss estimation methodology, HAZUS 99: Technical manual, prepared by the National Institute of Building Sciences
18. General Directorate of Mineral Research and Exploration (MTA).: 2004, http://www.mta.gov.tr.
19. Gori, P. L. and Hays, W.W.: 1988, Assessment of regional earthquake hazards and risks along the Wasatch, Front, Utah. Open-File Report 88-680. U.S. Coast and Geodetic Survey, Washington, D.C
20. Hancock, P. L. and Altunel, E.: 1997, Faulted archaeological relics at Hierapolis (Pamukkale), Turkey. J. Geodynamics. 24, 1-4: 21-36
21. Kandilli Observatory and Earthquake Research Institute (KOERI).: 2004, http://www.koeri.boun.edu.tr
22. Katayama, T., Kubo, K. and Sato, N.: 1975, Earthquake damage to water and gas distribution systems. In: Proceedings, U.S, National Conference on Earthquake Engineering, Ann Arbor, MI, pp. 396-405
23. O'Rourke, T. D.: 1985, Factors affecting the performance of cast iron pipelines, A review of U.S. observations and research investigations. Contractor Report 18, Transport and Road Research Laboratory, Crowthorne, U.K
24. O'Rourke M. J. and Ayala G. (1993). Pipeline damage due to wave propagation. J. Geotechnic. Eng. 119: 1490-1498
25. O'Rourke M. and Deyoe E. (2004). Seismic damage to segmented buried pipe. Earthquake Spectra 20: 1167-1183
26. O'Rourke, T. D. and Jeon, S. S.: 1999, Factors affecting the earthquake damage of water distribution systems, Optimizing post-earthquake lifeline system reliability. In: W. M. Elliott and P. McDonough (eds.), Proceedings Fifth U.S. Conference on Lifeline Earthquake Engineering, ASCE, Seattle, WA, pp. 379-388
27. O'Rourke, T. D. and Jeon, S.S.: 2000, Seismic zonation for lifelines and utilities, Invited Keynote Paper on Lifelines. In: Proceedings Sixth International Conference on Seismic Zonation, Palm Springs, EERI CD ROM, CA
28. O'Rourke, T. D. and Toprak, S.: 1997, GIS assessment of water supply damage from the Northridge earthquake, In: J. D. Frost (ed.), Geotechnical Special Publication, ASCE, New York, NY, pp. 117-131
29. O'Rourke, T. D., Toprak, S. and Sano, Y.: 1998, Factors affecting water supply damage caused by the Northridge earthquake, In: Proceedings of the 6th US National Conference on Earthquake Engineering, Seattle, WA, USA, pp. 1-12
30. PAU (Pamukkale University): 2002, Geological, geotechnical, and hydrogeological properties of Denizli Municipality lands, Geology Department, Engineering Faculty, Pamukkale University (in Turkish)
31. Patelunas G. M., Erel B. and Thiers G. R. (1977). Vulnerability of Urban Water Systems to Seismic Hazard. GAI Consultants, Inc., Monroeville, PA
32. Pease J. W. and O'Rourke T. D. (1997). Seismic response of liquefaction sites. J. Geotechn. Geoenviron. Eng. 123: 37-45
33. Pineda O. and Ordaz M. (2003). Seismic vulnerability function for high-diameter buried pipelines: Mexico City's primary water system case. ASCE Int. Conf. Pipeline Eng. Construction 2: 1145-1154
34. Sun, S.: 1990, Geology and coal resources between Denizli and Usak, MTA Report No 9985
35. Toprak, S.: 1998, Earthquake Effects on Buried Lifeline Systems, PhD Thesis. Cornell University, Ithaca, NY
36. Trifunac M. D. and Todorovska M. I. (1997). Northridge, California, earthquake of 1994: Density of pipe breaks and surface strains. Soil Dynamics Earthquake Eng. 16: 193-202