• PANKAJKUMAR NARESHBHAI PRAJAPATI
• PROF. CHETAN MACCHI
• PROF. TAUSIF F. KAUSWALA

In India, due to urbanization there are considerable increases in the construction of tall building. Different lateral load resisting system in high rise building is adopted such as tubular frame structure, shear wall system, moment resisting frame system to resist lateral load such as wind, earth quake and blast load. Keeping in view, A G+24 storey RCC tall building in analysis and design with shear wall frame structure considering different positions and optimum percentage of shear wall giving least values is considered and tube structure system in Etabs software. Using code IS 16700:2017 “Criteria for structural safety of tall concrete buildings”. Seismic calculations are conducted for two cases zone III and zone V and structure response due to lateral load on moment, axial force, shear force, base shear, maximum storey drift, story displacement are evaluated. Lastly quantity of material will be prepared considering the cost of building.

Concrete Building, Tube Structure System and Shear wall with frame structure system.

"A Comparative Analysis and Design for G+24 Storey Tall Concrete Building with Shear Wall Frame Structure and Tube Structure System ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.345-359, April-2019, Available :http://www.jetir.org/papers/JETIR1904H60.pdf

"A Comparative Analysis and Design for G+24 Storey Tall Concrete Building with Shear Wall Frame Structure and Tube Structure System ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp345-359, April-2019, Available at : http://www.jetir.org/papers/JETIR1904H60.pdf