Research of mechanisms of formation of a tense-deformed condition of elements of a frameWORK of a multi-storey building at local damage of load-carrying structures

In article, it is investigated mechanisms of formation of a tense-deformed condition of elements of a framing of multi-storey buildings, at local damage of one of vertical load-carrying structures. Researches are spent both in static, and in dynamic statements of destruction of a load-carrying structure.

breaking-down, a column, multi-storey buildings, frame constructive scheme, vertical load-carrying structures, overstress, dynamic effect