• VISHAL SHAMSUNDAR KAPILE
• SUMOD M GANDHALE
• ARTI S SHARMA
• POOJA S AABHALE
• SUNIL C KALI

In recent decades, shear walls structures are the most appropriate structural forms, which have caused the height of concrete buildings to be soared. So, recent RC tall buildings would have more complicated structural behavior than before. Therefore, studying the structural systems and associated behavior of these types of structures would be very interesting. Shear wall system with irregular openings are utilized under both lateral and gravity loads, and may result some especial issues in the behavior of structural elements such as shear walls, coupling beams and etc. In many respects concrete is an ideal building material, combining economy, versatility of form and function, and noteworthy resistance to fire and the ravages of time. In this project the analysis of G+20 reinforced concrete frame building with and without shear wall has been done. The analysis is done using designing software ETab Different models with different condition of shear wall has been considered for analysis and study the effects of displacements in different direction, behavior of different story , structural stability and flexibility , economy etc. has been observed , same shown with the help of comparison with different models

BY Changing Position Of Shearwall There are different changes in building

"Behavior Of Building by changing Position Of Shearwall", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 6, page no.210-221, June-2018, Available :http://www.jetir.org/papers/JETIR1806027.pdf

"Behavior Of Building by changing Position Of Shearwall", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 6, page no. pp210-221, June-2018, Available at : http://www.jetir.org/papers/JETIR1806027.pdf