NEESR References

advertisement
References Cited
Abdoun, T, Dobry, R., O’Rourke, T.D., and Goh, S.H. (2003), “Pile Response to Lateral Spreads:
Centrifuge Modeling,” Journal of Geotech. & Geoenv. Engng., ASCE, Vol. 129, No. 10, pp. 869-878.
Ariman, T. and Lee, B.J. (1991), “Tension/Bending Behavior of Buried Pipelines Under Large Ground
Deformation in Active Faults,” Proceedings of the Third U.S. Conference on Lifeline Earthquake
Engineering, Technical Council on Lifeline Earthquake Engineering, Monograph No. 4, ASCE, pp.
226-233.
ASCE (1984), “Guidelines for the Seismic Design of Oil and Gas Pipeline Systems,” Committee on Gas
and Liquid Fuel Lifelines, American Society of Civil Engineering, Reston, VA.
Bray, J.D., Seed, R.B., Cluff, L.S., and Seed, H.B. (1994), “Earthquake Fault Rupture Propagation
Through Soil,” Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 3, pp. 543-561.
Bray, J. D. (2001) “Developing Mitigation Measures for the Hazards Associated with Earthquake Surface
Fault Rupture,” Workshop on Seismic Fault-Induced Failures: Possible Remedies for Damage to Urban
Facilities, Research Project 2000 Grant-in-Aid for Scientific Research (No. 12355020), Japan Society for
the Promotion of Science, Workshop Leader, Kazuo Konagai, University of Tokyo, Japan, pp. 55-79,
January 11-12.
Dobry, R., Abdoun, T., O’Rourke, T.D., and Goh, S.H. (2003), “Single Piles in Lateral Spreads: Field
Bending Moment Evaluation,” Journal of Geotech. & Geoenv, Engng., ASCE, Vol. 129, No. 10, pp. 879889.
EERI (2003), “Securing Society Against Catastrophic Earthquake Losses,” Earthquake Engineering
Research Institute, Oakland, CA. June, 62p.
Goh, S.J. and T.D. O’Rourke (1999), “Limit State Model for Soil-Pile Interaction During Lateral Spread,”
Proceedings, 7th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and
Countermeasures Against Soil Liquefaction, MCEER-99-0019, MCEER, Buffalo, NY, Nov., pp. 237260.
Goh, S.J. and T.D. O’Rourke (2000), “Geotechnical Engineering Analysis and Design for Pile Response
to Liquefaction-Induced Ground Deformation,” Proceedings, 12th World Conference on Earthquake
Engineering, Auckland, NZ, Feb.
Hamada, M. and T.D. O'Rourke, Eds. (1992), “Case Studies of Liquefaction and Lifeline Performance
During Past Earthquakes,” Vol. 1, NCEER-92-0001, NCEER, Buffalo, NY, April.
Hamada, M., J.-P. Bardet and T.D. O’Rourke, Ed (2003), “Proceedings of the 8th U.S.-Japan Workshop
on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction,”
MCEER-03-0003, MCEER, Buffalo, NY, June.
Kennedy, R.P., Chow, A.W., and Williamson, R.A. (1977), “Fault Movement Effects on Buried Oil
Pipeline,” Journal of the Transportation Engineering Division, ASCE, Vol. 103, No. TE5, pp. 617-633.
Lazarte, C.A., Bray, J.D., Johnson, A.M., and Lemmer, R.E. (1994), “Surface Breakage of the 1992
Landers Earthquake and Its Effects on Structures,” Bull. of the Seismological Society of America, Vol.
84, No. 3, June, pp. 547-561.
Meyersohn, W.D. (1991), “Analytical and Design Considerations for the Seismic Response of Buried
Pipelines,” M.S. Thesis, Cornell University, Jan.
Newmark, N.M. and Hall, W.J. (1975), “Pipeline Design to Resist Large Fault Displacement,”
Proceedings U.S. National Conference on Earthquake Engineering, Ann Arbor, Michigan, pp. 416425.
NRC (2003), “Preventing Earthquake Disasters: The Grand Challenge in Earthquake Engineering; A
Research Agenda for the Network for Earthquake Engineering Simulation,” Committee to Develop a
Long Term Research Agenda for the Network for Earthquake Engineering Simulation (NEES), National
Research Council, The National Academies Press, Washington, D.C.
O’Rourke, M.J, Liu, X. and Flores-Berrones, R. (1995), “Steel Pipe Wrinkling Due to Longitudinal
Permanent Ground Deformation,” Journal of Transportation Engineering, ASCE, Vol. 121, No. 5, 443451.
O'Rourke, M.J. and Liu, X. (1999), "Response of Buried Pipelines Subject to Earthquake Effects,”
Monograph No. 3, MCEER, Buffalo, NY, 248 p.
O’Rourke, M.J, Gadicherla, V., and Abdoun, T., (2003), “Centrifuge Modeling of Buried Pipelines”
Proceedings, 6th US Nat’l Conf. on Lifeline Earthquake Engineering, Advancing Mitigation Technologies
and Disaster Response, ASCE, Reston VA.
O'Rourke, T.D. and M. Hamada, Eds. (1992), “Case Studies of Liquefaction and Lifeline Performance
During Past Earthquakes,” Vol. 2, NCEER-92-0002, NCEER, Buffalo, NY, April.
O’Rourke, T.D. (1998), “An Overview of Geotechnical and Lifeline Earthquake Engineering”,
Geotechnical Special Publication No. 75, ASCE, Reston, VA, Proceedings of Geotechnical Earthquake
Engineering and Soil Dynamics Conference, Seattle, WA, Aug. 1998, Vol 2, pp.1392-1426.
O’Rourke, T.D., J.P. Bardet, and M. Hamada, Eds. (1999), “Proceedings of the 7th US-Japan Workshop
on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction,”
MCEER-99-0019, MCEER, Buffalo, NY, Nov., 661p.
Stewart, H.E., Ö. Bilgin, T.D. O’Rourke, and T.M.-J. Keeney (1999), “Technical Reference for Improved
Design and Construction Practices to Account for Thermal Loads in Plastic Gas Pipelines,” Report No.
GRI-99/0192, Gas Research Institute, Chicago, IL, Sept.
Trautmann, C.H., F.H. Kulhawy, and T.D. O'Rourke (1985), “Sand Density Measurements for Laboratory
Studies,” Geotechnical Testing Journal, ASTM, Vol. 6, No. 4, Dec., pp. 159-165.
Trautmann, C.H. and T.D. O'Rourke (1985), "Lateral Force-Displacement Response of Buried Pipe,"
Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 9, Sept., pp. 1068-1084
Tutuncu, I., T.D. O’Rourke, J.A. Mason, and T.K. Bond (2002), “Seismic Rehabilitation of Water Trunk
Lines with Fiber Reinforced Composite Wraps,” Proceedings, 7th Nat’l Conf. on Earthquake Engr.,
Boston, MA, EERI, July.
Wang, L.R.L. and Yeh, Y. (1985), “A Refined Seismic Analysis and Design of Buried Pipeline for
Fault Movement,” Journal of Earthquake Engineering and Structural Dynamics, Vol. 13, pp. 75-96.
Yoshisaki, K., T.D. O’Rourke, and M. Hamada, (2001), “Large Deformation Behavior of Buried
Pipelines with Low-Angle Elbows Subjected to Permanent Ground Deformation,” Journal of Structural
Mechanics and Earthquake Engineering, JSME, No. 50, Vol. 4, April, 2001, pp. 215-228.
Download