High Impact Factor : 4.396 icon | Submit Manuscript Online icon |

A Comparative Study on Seismic Analysis of Multi-Storey Building Resting on a Sloping Ground and Flat Ground


Pawan Pawar , G.H.Raisoni Academy of Engineering And Technology Nagpur; Deepa Telang, G.H.R.A.E.T Nagpur


Base Shear, Base Moment, Absolute Displacement, Axial Force and Bending Moment (My & Mz)


The purpose of this paper is to perform linear static analysis of medium height RC building and investigate the changes in structural behavior due to consideration of sloping ground. This project report comprises of seismic analysis of a RC building with symmetrical plan. Building G+8 is analyzed using response spectrum method on various combination of shear wall at different position of building on same slope of ground with seismic zone III and it is analyzed by using STAAD-PRO V8i. In this paper angle of ground is taken as 170 and kept same for all models. Shear wall positions are nomenclature as SW-1 and SW-2 and SW-3. As the SW-2 shows better performance as compared to SW-1 and SW-3 with different position is analyzed. In shear wall 2, Inclined from front-setback building shows better result as compared to other. As per IS 1893(PART 1):200 medium soils are used.

Other Details

Paper ID: IJSRDV4I50585
Published in: Volume : 4, Issue : 5
Publication Date: 01/08/2016
Page(s): 1030-1035

Article Preview

Download Article