DOE 2000. - Waste Isolation Pilot Plant - U.S. Department of Energy

WIPP RH PSAR DOE/WIPP-03-3174 CHAPTER 3
References for Section 3.2
1 The University of Chicago, SMPR Research Paper No. 155, A Site Specific Study of Wind and
Tornado Probabilities at the WIPP Site in Southeast New Mexico, UN000075, February 1978.
2 ANSI A58.1-1972, American National Standard Building Code Requirements for Minimum Design
Loads in Buildings and other Structures.
3 BC-TOP-3-A, Tornado and Extreme Wind Design Criteria for Nuclear Power Plants, August 1974.
4 BC-TOP-4-A, Seismic Analyses of Structures and Equipment for Nuclear Power Plants, November
1974.
5 Uniform Building Code, 1979 edition.
6 Tsai and Tseng, Standardized Seismic Design Spectra for Nuclear Plant Equipment, Nuclear
Engineering and Design, Vol. 45, UN000169, 1978.
7 DOE Guide for Calculation of Design Wind Pressures.
8 DR-22-V-01, WIPP Soils Design Report, Volume I, Bechtel, Inc., 1979.
9 Y/OWI/SUB-76/07220, The Selection and Evaluation of Thermal Criteria for a Geological Waste
Isolation Facility in Salt, Science Applications, Incorporated, Oak Ridge, TN, September 1976.
10 American Institute of Steel Construction, Specification for Design, Fabrication, Erection of Structural
Steel for Buildings, November 1978.
11 American Concrete Institute Standard 318-77, Building Code Requirement for Reinforced Concrete,
December 1977.
12 Metal Building Systems Manual of Metal Building Manufacturers Association, Cleveland, OH.
3.2-12 January 22, 2003