ANALYSIS OF STRESS-STRAIN STATE MONOLITHIC DIAPHRAGMS
Abstract
The is intense-deformed condition of multilevel Ferro-concrete diaphragms in a many-storied monolithic building on an apartment house example in Kharkov is considered. The equations received earlier for the settlement scheme of a compound core, and adapted for multilevel system are used. Also influence сrack-formation on a deflection of system and at the moment of inertia, and, as consequence and on rigidity of diaphragms is described.
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