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DOE-STD-1020-2002
C-25.
Kennedy, R.P., et.al., Probabilistic Evaluation of the Diablo Canyon Turbine Building,
Seismic Capacity Using Nonlinear Time History Analyses, Pacific Gas and Electric
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C-26.
U.S. Department of Energy, Performance Categorization Criteria for Structures,
Systems, and Components at DOE Facilities Subjected to Natural Phenomena Hazards,
DOE-STD-1021-93, Washington, D.C., July 1993. Change Notice 1, January 1996.
U.S. Department of Energy, Natural Phenomena Hazards Mitigation, DOE Order
C-27.
5480.28, Washington, D.C., January 15, 1993. (Cancelled in 1995)
International Code Council, International Building Code 2000, Falls Church, VA.
C-28.
C-29.
U.S. Department of Energy, Seismic Evaluation Procedure for Equipment in U.S.
Department of Energy Facilities, DOE-EH-0545, March, 1997.
Standard Review Plan, NUREG-0800, Rev. 2, U.S. Nuclear Regulatory Commission,
C-30.
August 1989.
Wolf, J.P., Dynamic Soil-Structure Interaction, Prentice Hall, Englewood Cliffs, New
C-31.
Jersey, 1985.
Wolf, J.P., Soil-Structure Interaction Analysis in the Time Domain, Prentice Hall,
C-32.
Englewood Cliffs, New Jersey, 1988.
Wong, H.L. and Luco, J.E., Dynamic Response of Rigid Foundation of Arbitrary Shape,
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Lysmer, J., et.al., SASSI - A System for Analysis of Soil-Structures Interaction, Report
C-34.
No. UCB/GT/81-02, University of California, Berkeley, California, 1981.
C-35.
Lysmer, J., et.al., FLUSH - A Computer Program for Approximate 3-D Analysis of
Soil-Structure Interaction Problems, Report No. EERC-75-30, University of California,
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Dissertation, University of California, Berkeley, California, 1975.
C-37.
Power, M.S., C.Y. Chang, I.M. Idriss, and R. P. Kennedy, Engineering Characterization
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DOE-STD-1022-94, Washington, D.C., March 1994.
C-57


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