Abstract
The distinctive paper is devoted to development of numerical methods of spatial plate-shell reinforced concrete structures analysis with allowance for non-linearities. Immediacy of the problem and its contemporary state (within Russia and without) are presented. Particularly types of diagrams for reinforced concrete structures modeling, construction of reinforced concrete general deformation models, strength criteria for reinforced concrete structures and methods of structural analysis, main objectives and scientific novelty of study, its theoretical and practical relevance are under consideration.
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