MATHEMATICAL MODEL OF THE OPTIMIZATION PROBLEM TAKING INTO ACCOUNT A NUMBER OF FACTORS

Authors

Alamkhon Turdalievich Saidmamatov Associate Professor Namangan Engineering Construction Institute, Namangan, Republic of Uzbekistan
Akmal Olimjanovich Egamberdiev Senior lecturer at the Namangan Engineering Construction Institute, Namangan, Republic of Uzbekistan
Bakhtiyor Maqsud oglu Senior lecturer at the Namangan Engineering Construction Institute, Namangan, Republic of Uzbekistan
Damira Gulomjonovna Akramova Senior lecturer at the Namangan Engineering Construction Institute, Namangan, Republic of Uzbekistan

Keywords:

Mathematical model, elastic-plastic state, reliability conditions, geometric nonlinearity, spatiality, elasticity of the base, shear deformations

Abstract

The article describes a mathematical model of optimization of statically indeterminate frame reinforced concrete structures, taking into account a number of factors; as an elastic-plastic state, conditions of reliability, geometric nonlinearity, spatiality, elasticity of the foundation, shear deformations and taking into account the failure of individual elements of the system.