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EP 1110-2-12 30 Sep 95 Appendix A References A-1. Required Publications ER 1110-2-1806 Earthquake Design and Analysis for Corps of Engi- neers Projects EM 1110-2-2006 Roller Compacted Concrete EM 1110-2-2200 Gravity Dam Design EM 1110-2-2502 Retaining and Flood Walls ETL 1110-2-256 Sliding Stability for Concrete Structures ETL 1110-2-301 Interim Procedure for Specifying Earthquake Motions ETL 1110-2-303 Earthquake Analysis and Design of Concrete Gravity Dams ETL 1110-2-343 Structural Design using the RCC Construction Process A-2. Related Publications ACI Committee 207 1973 ACI Committee 207. 1973. “Effect of restraint, volume change, and reinforcement on cracking of massive concrete,” ACI Journal. ACI Committee 439 1969 ACI Committee 439. 1969. “Effect of steel strength and of reinforcement ratio on the mode of failure and strain energy capacity of reinforced concrete beams,” ACI Journal. Applied Technology Council 1984 Applied Technology Council. 1984. Tentative provi- sions for the development of seismic regulations for buildings, second printing, 2471 E. Bayshore Road, Suite 512, Palo Alto, CA. 94303. Bruhwieler 1990 Bruhwieler, E. 1990. “Fracture of mass concrete under simulated seismic action,” Dam Engineering, I(3). Cannon 1991 Cannon, R. W. 1991. “Tensile strength of roller compacted concrete,” a preliminary submittal to U.S. Army Corps of Engineers, North Pacific Division. Chopra 1978 Chopra, A. K. 1978. “Earthquake resistant design of concrete gravity dams,” Journal of the Structural Division, ASCE, 104(ST6). Chopra and Chakrabarti 1973 Chopra, A. K., and Chakrabarti, P. 1973. “The Koyna earthquake and the damage to Koyna Dam,” Bulletin of the Seismological Society of America, 63(2), 381-97. Dunstan 1978 Dunstan, M.R.H. 1978. Rolled concrete. Fenves and Chopra 1984 Fenves, G., and Chopra, A. K. 1984. “EAGD-84: A computer program for earthquake analysis of con- crete gravity dams,” Report No. UCB/EERC-84/11, Earthquake Engineering Research Center, University of California, Berkeley. Fenves and Chopra 1984 Fenves, G., and Chopra, A. K. 1984. “Earthquake analysis of concrete gravity dams including reservoir bottom absorption and dam-water-foundation rock interaction,” Earthquake Engineering and Structural Dynamics 12(5), 663-80. Fenves and Chopra 1986 Fenves, G., and Chopra, A. K. 1986. “Simplified analysis for earthquake resistant design of concrete gravity dams,” Report No. UCB/EERC-85/10, Earth- quake Engineering Research Center, University of California, Berkeley. James, Jansen, Kiersch, and Leps 1988 James, L. B., Jansen, R. B., Kiersch, G. A., and Leps, T. M. 1988. “Lessons from notable events.” Advanced Dam Engineering for Design Construction and Rehabilitation, Robert B. Jansen, ed., Van Nostrand Reinhold Publishers, New York. A-1
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EP 1110-2-1230 Sep 95
Appendix AReferences
A-1. Required Publications
ER 1110-2-1806Earthquake Design and Analysis for Corps of Engi-neers Projects
EM 1110-2-2006Roller Compacted Concrete
EM 1110-2-2200Gravity Dam Design
EM 1110-2-2502Retaining and Flood Walls
ETL 1110-2-256Sliding Stability for Concrete Structures
ETL 1110-2-301Interim Procedure for Specifying Earthquake Motions
ETL 1110-2-303Earthquake Analysis and Design of Concrete GravityDams
ETL 1110-2-343Structural Design using the RCC ConstructionProcess
A-2. Related Publications
ACI Committee 207 1973ACI Committee 207. 1973. “Effect of restraint,volume change, and reinforcement on cracking ofmassive concrete,” ACI Journal.
ACI Committee 439 1969ACI Committee 439. 1969. “Effect of steel strengthand of reinforcement ratio on the mode of failure andstrain energy capacity of reinforced concrete beams,”ACI Journal.
Applied Technology Council 1984Applied Technology Council. 1984.Tentative provi-sions for the development of seismic regulations forbuildings, second printing, 2471 E. Bayshore Road,Suite 512, Palo Alto, CA. 94303.
Bruhwieler 1990Bruhwieler, E. 1990. “Fracture of mass concreteunder simulated seismic action,”Dam Engineering,I(3).
Cannon 1991Cannon, R. W. 1991. “Tensile strength of rollercompacted concrete,” a preliminary submittal toU.S. Army Corps of Engineers, North PacificDivision.
Chopra 1978Chopra, A. K. 1978. “Earthquake resistant design ofconcrete gravity dams,”Journal of the StructuralDivision, ASCE, 104(ST6).
Chopra and Chakrabarti 1973Chopra, A. K., and Chakrabarti, P. 1973. “TheKoyna earthquake and the damage to Koyna Dam,”Bulletin of the Seismological Society of America,63(2), 381-97.
Dunstan 1978Dunstan, M.R.H. 1978.Rolled concrete.
Fenves and Chopra 1984Fenves, G., and Chopra, A. K. 1984. “EAGD-84:A computer program for earthquake analysis of con-crete gravity dams,” Report No. UCB/EERC-84/11,Earthquake Engineering Research Center, Universityof California, Berkeley.
Fenves and Chopra 1984Fenves, G., and Chopra, A. K. 1984. “Earthquakeanalysis of concrete gravity dams including reservoirbottom absorption and dam-water-foundation rockinteraction,”Earthquake Engineering and StructuralDynamics12(5), 663-80.
Fenves and Chopra 1986Fenves, G., and Chopra, A. K. 1986. “Simplifiedanalysis for earthquake resistant design of concretegravity dams,” Report No. UCB/EERC-85/10, Earth-quake Engineering Research Center, University ofCalifornia, Berkeley.
James, Jansen, Kiersch, and Leps 1988James, L. B., Jansen, R. B., Kiersch, G. A., and Leps,T. M. 1988. “Lessons from notable events.”Advanced Dam Engineering for Design Constructionand Rehabilitation, Robert B. Jansen, ed., VanNostrand Reinhold Publishers, New York.
A-1
EP 1110-2-1230 Sep 95
Newmark and Hall 1969Newmark, N. M., and Hall, W. J. 1969. “Seismicdesign criteria for nuclear reactor facilities,”Proceed-ings, 4th World Conference on Earthquake Engineer-ing, Santiago, Chile, B5-1 to B5-12.
Newmark and Hall 1987Newmark, N. M., and Hall, W. J. 1987. “Earth-quake spectra and design.”Engineering Monographon Earthquake Criteria, Structural Design, andStrong Motion Records, Earthquake EngineeringResearch Center.
Raphael 1984Raphael, Jerome M. 1984. “Tensile strength ofconcrete,”ACI Journal.
Seed 1974Seed, H. B. 1974. “Site-dependent spectra for earth-quake resistant design,” Report No. EERC 74-12,
Earthquake Engineering Research Center, Universityof California, Berkeley.
U.S. Department of the Interior, Bureau of Recla-mation 1980U.S. Department of the Interior, Bureau of Reclama-tion. 1980. “Feasibility design summary, AuburnDam, concrete curved - gravity dam alternative(CG-3), Central Valley Project, California,” Waterand Power Resources Service, Denver, CO.
Westergaard 1933Westergaard, H. M. 1933. “Water pressure on damsduring earthquakes.”Transactions, ASCE, 98.
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