Seismic Performance of Multi-Storey RCC building Resting on Sloping Ground
Swati Bhore1, Chetan Pise2, Shriganesh Kadam3

1Swati Bhore*, Department of Civil Engineering, S.K.N. Sinhgad College of Engineering, Korti, Pandharpur, India.
2Chetan Pise, Department of Civil Engineering,S.K.N. Sinhgad College of Engineering, Korti, Pandharpur, India.
3Shriganesh Kadam, Assistant Professor ,Department of Civil Engineering , S.K.N. Sinhgad College of Engineering, Korti, Pandharpur, India.
Manuscript received on February 10, 2020. | Revised Manuscript received on February 24, 2020. | Manuscript published on March 10, 2020. | PP: 1592-1596 | Volume-9 Issue-5, March 2020. | Retrieval Number: E2321039520/2020©BEIESP | DOI: 10.35940/ijitee.E2321.039520
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Abstract: In our day to day life increases Population. So that there is increasing basic need of human being. I.e. Food, Clothing, Shelter. In this, Shelter is most required in recently situation for protected from environment. Mostly we use level or plain ground for construction of houses. However, now it is very less for utilization of level land. Therefore, required more land to use for fulfillment human need. I.e. required to use of land on sloping ground also. When we construct building on sloping ground, it is irregular; centre of gravity and mass does not match to vertical and horizontal plane. So, while construction of Multi storey building on sloping ground required proper design and analysis. For analysis we consider four types of building configuration step back, set back, step back and set back frames and regular building on plain ground. Also, 10 and 12 storey considered. In that, base shear, displacement and storey drift find out and compare same with other building configuration by using ETABS Software. 
Keywords: Etabs, Level Ground, Seismic Performance, Sloping ground.
Scope of the Article: High Performance Computing