References - STD-102020020064

DOE-STD-1020-2002

Each SSC will likely have special situations that need attention. Personnel who are

selected to evaluate existing facilities should be knowledgeable of the behavior of SSCs

subjected to extreme winds.

3.4

References

3-1. American Society of Civil Engineers (ASCE), Minimum Design Loads for Buildings

and Other Structures, ASCE 7-98, New York, NY, 1998.

3-2. Coats, D.W. and R.C. Murray, Natural Phenomena Hazards Modeling Project:

Extreme Wind/Tornado Hazard Models for Department of Energy Sites, UCRL-53526

Rev. 1, Lawrence Livermore National Laboratory, Livermore, California, 1985.

3-3. International Code Council Inc., International Building Code 2000, Falls Church,VA.

3-4. American Institute of Steel Construction, Manual of Steel Construction, Allowable

Stress Design (ASD), Ninth Ed., Chicago, Illinois, 1989.

3-5. American Concrete Institute, Building Code Requirements for Reinforced Concrete,

ACI 318 99, Farmington Hills, Michigan,1999.

3-6. American Institute of Steel Construction, Manual of Steel Construction, Load &

Resistance Factor Design (LRFD), Chicago, Illinois,1998.

3-7. McDonald, J.R., Rationale for Wind-Borne Missile Criteria for DOE Facilities, LLNL,

Livermore, CA, September, 1999 (UCRL-CR-135687)

3-8. Los Alamos National Laboratory, TVENT, Los Alamos, NM, 1979.

3-9. Kuilanoff, G. and Drake, R.M., Design of DOE Facilities for Wind-Generated Missiles,

Proceedings of the Third DOE Natural Phenomena Hazards Mitigation Conference, St.

Louis, MO, CONF-9110122, Lawrence Livermore National Laboratory, Livermore,

CA, 1991.

3-10. Report of the ASCE Committee on Impactive and Impulsive Loads (Volume 5),

Appendix C - Aircraft and Automobile Impact, 2nd ASCE Conference on Civil

Engineering in Nuclear Power, Knoxville, Tennessee, September 15-17, 1980.

3-11. American Society of Civil Engineers, Structural Analysis and Design of Nuclear Plant

Facilities, Manuals and Reports on Engineering Practice - No. 58, 1980.

3-12. McDonald, J.R., Structural Details for Wind Design, Lawrence Livermore National

Laboratory, Report UCRL-21131, November 1988.

3-16