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ANALYSIS OF COMPOSED FOLDED PLATE PRISMATIC SHELLS

Authors: E. Machaidze


Abstract:

For analysis of reinforced concrete composite shell panels is accepted an additional working hypothesis that provides the specifics of composite structures deformations. The equivalent reduced stiffness equation for shear constraints is accepted with respect to the version of the structural variant of composite folded prismatic shell panels.

Keywords: Shell; panel; composed structure; stiffness.

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