• R. VIDYASREE
• B. USHARANI

Reinforced Concrete (RC) building frames are most common types of constructions in urban India. These are subjected to several types of forces during their lifetime, such as static forces due to dead, live loadsand lateral loads. In this research paper, the effect of wind velocity and structural response of building frame on sloping ground has studied. Considering various frame geometries and slope of grounds (0º, 15º, 20º).The analysis of a G+5and G+11 storey RCC building on varying slope angles i.e., 0º, 15º, 20º is studied and compared with the same on the flat ground. Combination of static and wind loads are considered. For combination, different heights of building frames are analysed. SAP2000 v16 software has been used for analysis purpose. In present research study Storey-wise drift and Displacement, which are critically analysed to quantify the effects of various slope of ground are compared with different slopes and different heights.

WIND ANALYSIS OF HIGH RISE BUILDINGS IN HILLY AREAS BY USING SAP 2000

"Wind Analysis of High Rise Buildings in Hilly Areas by Using SAP 2000", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 7, page no.627-632, July-2018, Available :http://www.jetir.org/papers/JETIR1807690.pdf

"Wind Analysis of High Rise Buildings in Hilly Areas by Using SAP 2000", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 7, page no. pp627-632, July-2018, Available at : http://www.jetir.org/papers/JETIR1807690.pdf