Review article

The article presents the study results of the impact of the interrelation of the bending moments, longitudinal forces and anisotropic cladding material on the reduction coefficients of the cladding of compressed-bent wood-composite ribbed wall panels. Oriented wood chipboards, cement-bonded particle boards, structural plywood boards are regarded as cladding, ribs being made of coniferous lumber. As a result of the numerical studies, there have been determined reduction coefficients for compressed-bended wood-composite wall panels with mechanical connections. The obtained results allow to more accurately design the wall structures of panels and volumetric modules, as well as frames with the plate materials cladding.