Pile foundations are widely employed for a variety of structures on shaky ground. The importance of seismic design in
ensuring the effective operation of a structure under severe seismic loading conditions cannot be overstated. For the analysis of
seismic forces on a structure, IS 1893 will be employed. This research entails the choosing of a specific form of building
structure. A comparison of buildings with and without pile foundations will be shown. Because of the differences in their
properties, the seismic behaviour of the various structures differs. The influence of pile stiffness on the structure's seismic
response will be investigated.
