Analysis and design of space building frame for seismic loading and wind pressure is very essential these days because construction of high rise buildings. It is also necessary to construct an economic and more durable structure. It is possible by availability of various software and specialized programs. By using these software we can design a low weight reinforce structure which life is very good. These structures are more economical and safe by different forces acting on the building structure such as seismic load, snow load and wind pressure etc. The current work examines the structural behavior of reinforced concrete columns, beam, and footing in sloping geometry. In this study a G+8 storey RCC building is analysed on varying sloping angles i.e., 0o or plane surface, 10o and 15o. The seismic forces and wind pressure are considered simultaneously as per IS: 1893-2002 and IS: 875 PART 3 respectively. The whole structure is analysis on software STAAD Pro v8i. The effect of sloping ground on building performance during earthquake and wind pressure is observed. Seismic analysis has been done using Linear Static method. Seismic analysis has been done using linear static method.
sloping ground, STAAD Pro v8i., shear force , bending moment, axial force, shear force, seismic zone
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