Review article

Composite wall panels with transverse shearing force with semi-rigid deformable braces are investigated, into the operation of which shells are introduced at the beginning of the element loading. There has been developed a numerical method for calculating the strength, deformability and shear movements of composite wall panels with transverse shear force, taking into account the change in the stiffness coefficient depending on the direction of the resulting strain vector of shear bonds relative to wood fibers of the supporting ribs of the frame. The method for solving the problem is based on the variation principle of structural mechanics, namely, the minimum of the total potential energy of the system in a deformed state.