• Sahil Kumar
• Amit kumar
• Sukhdeep Singh

The belt wall selected one of the most proficient frameworks used to control the lateral load which is caused by earthquake load and wind load. There is various concept have evolved over the years in developing efficient lateral load resisting system e.g. shear wall. The creation of the walls in the multi-story building structure development has long been predictable. When the walls are in a promising position in the building, then lateral load can be very effective to resist the earthquake and wind loads. Structures with reinforced concrete structures are effective to withstand the vertical and horizontal loads following up on them. The aim of this study to minimize the displacement by providing periphery RCC belt wall in different floor levels.

Belt wall, E-tab, displacement (joint displacement), seismic load, bare frame, wind load.

"TO STUDY THE STRUCTURAL BEHAVIOUR OF HIGH-RISE BUILDING USING RCC BELT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 7, page no.883-891, July-2020, Available :http://www.jetir.org/papers/JETIR2007411.pdf

"TO STUDY THE STRUCTURAL BEHAVIOUR OF HIGH-RISE BUILDING USING RCC BELT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 7, page no. pp883-891, July-2020, Available at : http://www.jetir.org/papers/JETIR2007411.pdf