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REFERENCES
N. I. Karpenko, Cracked Ferroconcrete Deformation Theory [in Russian], Stroiizdat, Moscow (1976).
N. I. Karpenko, General Models for Ferroconcrete Mechanics [in Russian], Stroiizdat, Moscow (1996).
S. B. Smirnov, Limiting-Equilibrium and Strength-Condition Methods for Planar Structures: DSc Thesis [in Russian], Moscow (1988).
A. S. Zalesov, O. D. Rubin, and S. E. Lisichkin, ”Improving reliability in massive hydrotechnical structures by improving design standards,” Gidrotekh. Stroit., No. 9 (1994).
S. E. Lisichkin, Methods for the Orthogonal Three-dimensional Reinforcement of Massive Structures, deposited at Informenergo 8th September 1989, No. 3111-EN-89.
S. E. Lisichkin, ”An engineering method for three-dimensional reinforcement,” in: Proceedings of Conferences on Hydraulic Engineering: Calculated Limiting States in Concrete and Ferroconcrete Structures in Power Plant (PREDSO-90), VNIIG im. B. E. Vedeneeva (1991), pp. 318–322.
S. E. Lisichkin, ”Features of designing massive ferroconcrete structures,” Gidrotekh. Stroit., No. 9 (1996).
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Lisichkin, S.E. Safety Enhancement in Large Hydraulic Structures from New Spatial Reinforcement Methods. Power Technology and Engineering 35, 116–123 (2001). https://doi.org/10.1023/A:1017972130030
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DOI: https://doi.org/10.1023/A:1017972130030