• CHAITRA H R
• Dr. VIJAYA GS

As the cities are developing day-by-day, demand for the plain land has also increased. Due to urbanization there is shortage of availability of plain land for the construction therefore the demands of multi-storey buildings on hilly areas are increased. The main objective of this paper is to Study the behavior of multi-storey buildings when it is subjected to lateral loads such as Static load and time history load. Here I considered multi-storey buildings (20 storey), resting on gradually sloping ground with 45° and Steep slope condition with bare frame, with bracing and with shear wall. Further the behavior is also studied for lateral loads applied in different directions, i.e positive X, positive Y, negative X & negative Y. Modelling is done in ETABS software. Equivalent Static Analysis and time history analysis as per IS 1893-2000 is carried out to know the response of the buildings and the results are compared in terms of story displacement, base shear, story drifts and fundamental time period and are tabulated.

Bare frame, Bracing, Equivalent Static Analysis, ETABS, Step-Back Building, Steep slope, Time history analysis, Shear wall.

"BEHAVIOUR OF MULTI STOREY BUILDINGS LOCATED ON SLOPING GROUND SUBJECTED TO LATERAL LOADS.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.1107-1115, April-2019, Available :http://www.jetir.org/papers/JETIR1904U40.pdf

"BEHAVIOUR OF MULTI STOREY BUILDINGS LOCATED ON SLOPING GROUND SUBJECTED TO LATERAL LOADS.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp1107-1115, April-2019, Available at : http://www.jetir.org/papers/JETIR1904U40.pdf