Dissipating the earthquake lateral base force of structure using sliding plate and link beam base isolation

Link beam and sliding plates is used to isolate structure against lateral base shear of the foundation due earthquake forces, link element made from steel wide flange act as a metallic damper, combined with become isolation. Analysis Etabs program results in significant differences internal moment, axial forces between structures that using isolation those without, well for drift deformation structure. The first step analysis estimate dimensions structural elements. Base on loads structure, force can be calculated manually, so that, by applying dynamic balance equation, size will beam. found. Furthermore, deformation, drifts are systems or without both compared it concluded there decrease magnitude displacement, this isolation, elements reduced significantly, cost saved, safety comfort building further improved too.