Published Paper Details:

Comparative study of Responses developed in RCC Framed High rise structure having Rectangular and Circular Shape under the effect of seismic load is presented in this paper. As the height of the building gets increases the shape plays a major role in the effect generated by earthquake. As the effect of earthquake over the edifice cannot be covered in the standard codes of practice as the effects depend on many criteria like irregular plans and cross-sectional shapes of high-rise buildings, hence, more research needs to develop in the subjected area. With this objective, our research study focuses presenting comparison of reactions including base shear (FX), maximum bending moment shear force and Deflection of rectangular and circular shaped High-Rise building with composite columns. A Structure prototype of G+29 with 3m floor to floor heights generated for analyses in Bentley STAAD Pro software v8i module to compare responses and analysis of structural system against seismic load.