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|  DOE-STD-1020-2002
2.6
References
Kennedy, R.P., and S.A. Short, Basis for Seismic Provisions of DOE-STD-1020, UCRL-
2-1.
CR-111478 Revision 1, prepared for Lawrence Livermore National Laboratory,
April,1994.
2-2.
Newmark, N. M. and W. J. Hall, Development of Criteria for Seismic Review of Selected
Nuclear Power Plants, NUREG/CR-0098, U.S. Nuclear Regulatory Commission, May
1978.
2-3.
American Society of Civil Engineers (ASCE), Seismic Analysis of Safety-Related
Nuclear Structures and Commentary on Standard for Seismic Analysis of Safety-Related
Nuclear Structures, ASCE Standard 4, September 1998.
2-4.
Guidelines and Procedures for Implementation of the Executive Order on Seismic Safety
of New Building Construction, ICSSC RP 2.1-A, NISTR 4-852, National Institute of
Standards and Technology, June 1992.
2-5.
U.S. Department of Energy, Seismic Evaluation Procedure for Equipment in U.S.
Department of Energy Facilities, DOE-EH-0545, March 1997.
2-6.
NEHRP Recommended Provisions for the Development of Seismic Regulations for New
Buildings and other structures, 1997 Edition, FEMA 302, Federal Emergency
Management Agency and Building Seismic Safety Council, Washington, D.C., 1997.
International Code Council Inc., International Building Code 2000, Falls Church, VA
2-7.
2000.
ACI 318-99, Building Code Requirements for Reinforced Concrete, American Concrete
2-8
Institute, Farmington Hills, Michigan, 1999.
2-9
American Institute of Steel Construction, Manual of Steel Construction, Load &
2-10
American Institute of Steel Construction, Manual of Steel Construction, Allowable
Stress Design (ASD), Ninth Ed., Chicago, Illinois, 1989
2-11. Institute of Electrical and Electronic Engineers, ANSI/IEEE 344, IEEE Recommended
Practice for Seismic Qualification of Class 1E Equipment for Nuclear Power Generating
Stations, New York, NY, 1987.
2-12. Kennedy, R.P., W.A. Von Riesemann, P. Ibanez, A.J. Schiff, and L.A. Wyllie, Use of
Seismic Experience and Test Data to Show Ruggedness of Equipment in Nuclear Power
2-27
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