Об устойчивости свободно стоящих кирпичных стен при реконструкции зданий

About Stability of Free Worth Brick Walls with Apertures at Reconstruction of Buildings

In the article the methods of calculation of free walls have been worked on with apertures (there is no connecting overlapping (blocking)) on stability at wind loading. Formulas are received for the walls, adjoining by one end across sectioned located on the walls. The condition, which is possible to use these formulas for calculation of stability and walls, which both ends adjoin and cross walls, are also given.