Derkach V.
ABSTRACT
The article presents algorithm of checking carrying capacity of frame buildings ma-sonry filling under forcing leading to frame panels’ sidesways in the infilling plane. Presented algorithm allows the anisotropy of mechanical properties of masonry and determines the cracking and failure loads of masonry filling caused by the action of tangential, principal tensile and principal compressive stresses.For citation: Derkach V. Nesushchaya sposobnost kamennogo zapolneniya karkasnykh zdaniy [Carrying capacity of frame buildings masonry filling]. In: Contemporary Issues of Concrete and Reinforced Concrete: Collected Research Papers. Minsk. Institute BelNIIS. Vol. 5. 2013. pp. 56–67. (rus)
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ISSN 2076-6033