Calculation of compelled fluctuations of panel buildings

The article discusses the dynamic calculation of elements box structure buildings under action seismic effects, taking into account spatial work elements, given by displacement their lower part according to a sinusoidal law. equations motion for each plate and beam building are constructed based on Kirchhoff-Love theory. Expressions forces, moments, stresses which balance elements' displacement, boundary conditions, conditions full contact through displacements force factors in zones compiled. general solution problem is decomposing movement shapes using finite difference method. results shown graphs height bending working bending, shear elements.