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India has reputation of ruinous tremors, at better places or in different zones, which has realized loss of different lives and overwhelming beating to property and economy. Examination of structures in inclination region is to some degree unprecedented in association with the structures on levelled ground, ensuing to the portion of the inclination building rests at specific levels on the review. The unsymmetrical structures require mind boggling thought in the examination and course of action under the activity of seismic excitation, in high risk seismic zone the seismic execution of structures are considered as the fundamental ascertain which impacts seismic zones, may be the effect of impact qualities occurring in light of earth headway more crucial than the powers accomplished by soil sort and subsequently, Seismic stacking chooses shape and last arrangement of the structure. STAAD.Pro V8i is a whole and joined obliged part examination and format offering, including a state of-the-workmanship client interface, representation instruments, and overall setup codes. In this study we adopt loading combination in each case as PER 875 PART V and dimensions of column (400 mm x 400 mm) and beam (350 mm x280 mm) in all the cases.IN this study we consider two seismic zones II & IV with two different soils soft and hard as per I.S code 1893 part 1. ON A TALL STRUCTURE OF (G+10) Here we consider comparative study on sloping angle 0 and 7.We observed the result of all the cases in a same manner where soft soil shows maximum values in all parameter result and hard soil shows minimum.

Analysis of a RC Building Frame on Terrain Considering Different Seismic Zone