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DOE-STD-1020-2002
C-39.
Kausel, E., R.V. Whitman, F. Elsabee, and J.P. Morray, Dynamic Analysis of Embedded
Structures, Transactions, Fourth International Conference on Structural Mechanics in
Reactor Technology, San Francisco, Paper K2/6, Vol. K(a), 1977.
C-40.
Kausel, E. and R. Ushijima, Vertical and Torsional Stiffness of Cylindrical Footings,
MIT Research Report R79-6, Dept. of Civil Engineering, Massachusetts Institute of
Technology, February 1979.
Luco, J.E., Impedance Functions for a Rigid Foundation on a Layered Medium, Nucl.
C-41.
Engin. Design, Vol. 31, 1974.
C-42.
Seed, H.B., and Idriss, I.M., Soil Moduli and Damping Factors for Dynamic Response
Analyses, Report No. EERC 70-10, Earthquake Engineering Research Center,
University of California, Berkeley, California, 1970.
C-43.
Seed, H.B., Wong, R.T., Idriss, I.M. and Tokimatsu, K., Moduli and Damping Factors
for Dynamic Analyses of Cohesionless Soils, Report No. UCB/EERC-84/14, Earthquake
Engineering Research Center, University of California, Berkeley, California, 1984.
Sun, J.I., et.al., Dynamic Moduli and Damping Ratios for Cohesive Soils, Report No.
C-44.
UCB/EERC-88/15, Earthquake Engineering Research Center, University of California,
Berkeley, California, 1988.
Tsai, N.C., Modal Damping for Soil-Structure Interaction, Journal of Engineering
C-45.
Mechanics Division, ASCE, Vol. 100, No. EM2, 323-341, April 1974.
C-46.
Applied Technology Council (ATC), ATC-14, Evaluating the Seismic Resistance of
Existing Buildings, Redwood City, California, 1987.
C-47.
Applied Technology Council (ATC), ATC-22, A Handbook for Seismic Evaluation of
Existing Buildings, Redwood City, California, 1990.
C-48.
American Concrete Institute, Code Requirements for Nuclear Safety-Related Concrete
Structures (ACI 349-97) and Commentary - ACI 349R-97, Farmington Hills, Michigan,
1997.
American Concrete Institute, Building Code Requirements for Reinforced Concrete, ACI
C-49.
318-99, Farmington Hills, Michigan, 1999.
C-50.
Eligehausen, R., E.P. Popov, and V.V. Bertero, Local Bond Stress-Slip Relationships of
Deformed Bars under Generalized Excitations, University of California, Berkeley,
Report No. DCB/EERC-82/23, October 1983.
C-51.
American Institute of Steel Construction, Manual of Steel Construction, Load &
Resistance Factor Design (LRFD), Chicago, Illinois, 1998.
C-58


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