Accounting of Wall Filling in Static Calculation of Frame Buildings

ABSTRACT

The numerical calculation results of skeleton frame with stone filling under different conditions of masonry connection with columns and ceiling are given. Various factors influence on the skeleton frame stiffness is investigated based on the solution of the nonlinear contact task taking into the consideration friction between the surfaces of masonry and skeleton frame elements. Offers on modeling stone frame filling with the core system are given. The experimental test results of the boundary values of masonry shift angles are presented.