PARAMETRIC STUDY OF BUILDING SUBJECTED TO SEISMIC POUNDING EFFECT

Abstract

Abstract: Many land area are covered with agricultural area. Building a high rise building is very important, but high rise buildings have many more problems. Where human live there good life with their family. This less gap between two buildings faced more problems in construction and also problem occurs after construction because of earthquake. During earthquake high rise multistory building faced pounding effect occur on adjacent buildings. By earthquake buildings mode shape will changes and by different mode shape pounding will accurse. By pounding building will damage architectural or structural damage. Pounding force is effected by mass and acceleration of the storey. So if change building element cross section it will change mass and stiffness of the building. By both change pounding force will change. If stiffness of the building element change then deflection of the building is also change. Deflection of the building is effect on pounding force and pounding time. Overall pounding force is depends on stiffness of the building.