Soviet Applied Mechanics

, Volume 9, Issue 7, pp 791–796 | Cite as

Choice of cross sections for nonarticulated reinforced-concrete arches by reference to the limiting state

  • L. N. Lebedinets
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Literature Cited

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    N. V. Akhvlediani, “Calculation of the carrying capacity of reinforced-concrete structures with eccentric compressed elements,” Trudy Inst. Stroit. Dela Akad. Nauk GruzSSR,4 (1957).Google Scholar
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    V. G. Vasil'ev, “Optimum shapes and carrying capacity of reinforced-concrete arches under the influence of steady and temporary loads,” Trudy Khar'kov. Inst. Inzh. Zhel.-Dor. Transporta, No. 28 (1958).Google Scholar
  3. 3.
    L. N. Lebedinets, “Problems relating to the behavior of nonarticulated reinforced-concrete arches in the limiting state,” Trudy Dnepropetrovsk. Inst. Inzh. Zhel.-Dor. Transporta No. 38 (1962).Google Scholar
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    N. A. Lebedinets, “Experimental study of the behavior of nonarticulated arches beyond the elastic limit,” Izv. VUZ. Stroit. i Arkhitekt., No. 5 (1968).Google Scholar
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    L. N. Lebedinets, “Determination of the carrying capacity of nonarticulated reinforced-concrete arches subject to steady and temporary loads by the method of limiting equilibrium, in: Problems of Applied Mechanics and Bridges, No. 100 [in Russian], Izd. Budivel'nik, Kiev (1969).Google Scholar

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© Plenum Publishing Corporation 1975

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  • L. N. Lebedinets

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