Literature Cited
M. I. Reitman and L. I. Yarin, “Elasticoplastic momentless shells of minimum weight for a given shape of the median surface,” Mekhan. Tverd. Tela, No. 4 (1970).
K. M. Khuberyan, “Rational Shapes for Hydrotechnical Structures,” Stroitel'stvo i Arkhitektura, Inf. Byull. Gosstroya GSSR, Nos. 6–7 (1961).
J. F. Brotchie, “Direct Design of Arch Dams,” Constr. Rev.,37, September 27–29 (1964).
J. E. L. Fialo, Leading Principles for the Design of Arch Dams — New Method of Tracing and Dimensioning, Lab. Nac. Civ., Lisbon (1955).
K. M. Chuderjan, Metoda optymalizacji kztaltu zapor lukowych: metody optymalizacji ustrojow odkztalhych, Czesc II, PAN (1969).
A. L. Parme, “Arch dam layout facilitated by use of computer,” Proc. ASCE,93, Oct. 1967.
R. Sharpe, “The optimum design of arch dams,” Proc. of the Inst. of Civil Engrs., Paper 7200S, Supplementary Volume (1969).
A. B. Templeman, “Arch dams of minimum volume,” in: The Use of Electronic Digital Computers in Structural Engng., Int. Symp., Working Session No. 4, paper No. 8, Univ. of Newcastle (1966).
N. S. Rozanov, Planning and Investigation of Arch Dams in France [in Russian], Énergiya, Moscow (1968).
M. I. Reitman and L. I. Yarin, Computer Optimization of Reinforced Concrete Constructions [in Russian], Stroiizdat, Moscow (1974).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 18–19, March, 1974.
Rights and permissions
About this article
Cite this article
Reitman, M.I. Optimum design of arch dams. Hydrotechnical Construction 8, 215–217 (1974). https://doi.org/10.1007/BF02403381
Issue Date:
DOI: https://doi.org/10.1007/BF02403381