• Lalit choudhary
• Rushikesh jadhav
• Rahul bagalkoti
• Tushar gaikwad

The paper offers with the layout & seismic evaluation of G+10 building using STAAD.pro. In this the seismic responses of a residential G+10 RCC building is analyses by the Equivalent static method & STAAD.pro Software as per IS code 1893 (Part 1): 2016. This analysis is carried out by considering seismic Zone II, III, IV, V, & hard soil type & special moment resisting frame. The frame used for study is 11 (G+10) storey, RCC structure. The typical peak of the floor is 3.0 m in total peak of the structure is 38.10 m, in the plan of 20 m by 30 m.

Analysis of high rise structure, Seismic Analysis, STAAD.pro.

"Seismic analysis and design of g+10 multistory residential building using staad.pro ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 4, page no.c325-c331, April-2022, Available :http://www.jetir.org/papers/JETIR2204245.pdf

"Seismic analysis and design of g+10 multistory residential building using staad.pro ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 4, page no. ppc325-c331, April-2022, Available at : http://www.jetir.org/papers/JETIR2204245.pdf