SEISMIC ANALYSIS OF MULTISTOREY BUILDING FRAME RESTING ON PLANE AND SLOPING GROUND

With the increase of population and urbanization, the demand of space on the hilly areas is increasing day by day. the construction of slopes on hilly areas has to be considered to complete this demand. Seismic analysis is a static linear analysis which is used to predict the failure caused by the earthquakes before it happens. In this thesis G+5 model has been analysed resting on different sloping angles 0-degree, 15-degree, 30 degree. This G+5 model is analysed by software ETABS 18.0.2. models are analysed on the plane and sloping areas. Firstly, seismic analysis is performed on the model assigning load cases and load combinations. After applying all the loads and all the lateral loads on the G+5 Model the model is set to run analysis. After running analysis, the results have to be compared such as storey drift, storey shear, overturning moment, maximum storey displacement. after analysing the results, the graph plotted according to the results came. All the loads are applied according to IS code 1893:2016 part 1. Storey shear is a graph that shows how much lateral (horizontal) load is acting per storey, whether from wind or seismic activity