References - STD-102020020155

DOE-STD-1020-2002

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References

C-1.

Applied Technology Council (ATC), ATC-3-06, Tentative Provisions for the

Development of Seismic Regulations for Buildings, Palo Alto, California, 1978.

Uniform Building Code, International Conference of Building Officials, Whittier,

C-2.

California, 1997.

C-3.

NEHRP Recommended Provisions for the Development of Seismic Regulations for New

Buildings, 1991 Edition, FEMA 222, Federal Emergency Management Agency and

Building Seismic Safety Council, Washington, D.C., January 1992.

National Building Code of Canada and Supplement, 1980, NRCC No. 17303, Associate

C-4.

Committee on the National Building Code, National Research Council of Canada,

Ottawa, 1980.

Seismic Design Guidelines for Essential Buildings, a supplement to Seismic Design for

C-5.

Buildings, Army TM5-809-10.1, Navy NAVFAC P-355.1, Air Force AFM 88-3,

Chapter 13.1, Departments of the Army, Navy and Air Force, Washington, D.C.,

February 1986.

C-6.

U.S. Nuclear Regulatory Commission, Revised Livermore Seismic Hazard Estimates for

69 Nuclear Power Plant Sites East of the Rocky Mountains, NUREG-1488, Draft Report

for Comment, October 1993.

Millstone 3 Probabilistic Safety Study, Northeast Utilities, Connecticut, August 1983.

C-7.

Zion Probabilistic Safety Study, Commonwealth Edison Company, Chicago, Illinois,

C-8.

1981.

Indian Point Probabilistic Safety Study, Power Authority of the State of New York,

C-9.

1982.

Severe Accident Risk Assessment, Limerick Generating Station, Philadelphia Electric

C-10.

Company, April 1983.

C-11.

Prassinos, P.G., Evaluation of External Hazards to Nuclear Power Plants in the United

States - Seismic Hazard, NUREG/CR-5042, UCID-21223, Supplement 1, Lawrence

Livermore National Laboratory, Livermore, California, April 1988.

C-12.

Riddell, R. and Newmark, N.M., Statistical Analysis of the Response of Nonlinear

Systems Subjected to Earthquakes, SRS 468, Department of Civil Engineering,

University of Illinois, Urbana, August 1979.

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