Author : Narendra Tak, Ankit Pal and Mayank Choudhary

The structures are fundamentally manufactured on a typical plain ground. These days due to lack of land area, construction has been done on a sloping ground. The mountainous areas are the majority exaggerated due to earthquake activity. High damage experienced by the high rise structure in the mountainous region, as outcome causes harm and breaking up; hence reason of designing towards protection in opposition to natural disasters. The key point is to analyze the seismic task applied by Multi-Storied RC structure on a sloping ground with specific angle 29o. The Multi-Storied building is taken at different position of tower of slope angle. The outcomes have been evaluated with the structure taken without slope and with sloping ground 29o angle having on plane ground. Thus the seismic analysis is the part of Dynamic analysis. There are two types of arrangements taken for the study along sloping ground .i.e. set back and step backset back. Hence G+10 RCC building is considered with different location of building with sloping ground with set back and step back condition for analyzing. The analysis was carried by the Seismic Analysis Method. The whole process and the methods are carried out by IS-1893-2016. STAAD pro software is used to explore the Response Spectrum Method. All the operations performed are the part of procedure which gives the result that the step back set back building is more suitable than other methods.

Keywords: Seismic activities, inclined ground, High-rise, Slope angles, Seismic analysis method, Step back-Setback, Response Spectrum Method

Article published in International Journal of Current Engineering and Technology, Vol.10, No.2 (March/April 2020)