INVESTIGATION OF THE CREEP EFFECT ON THE STRESS-STRAIN STATE ON TIMBER-REINFORCED CONCRETE MULTISTOREY BUILDINGS

Abstract

One of the modern directions in construction is the development of multistorey buildings, in which the main part of the structural elements is made of timber, and spatial stability is provided by reinforced concrete diaphragms or a stiffening core. A possible problem when using different materials in load-bearing structures is a significant difference in deformation characteristics and the effect of creep.