• MULAPAKU GANGA PRASAD REDDY
• D. YOGESWAR

Earthquake load is becoming a great concern in our country as because not a single zone can be designated as earthquake resistant zone. One of the most important aspects is to construct a building structure, which can resist the seismic force efficiently. Designing a structure in such a way that reducing damage during an earthquake makes the structure quite uneconomical, as the earthquake might or might not occur in its life time and is a rare phenomenon. In this project a G+4, G+8 and G+16 RCC framed structure has been analysed and designed using SAP2000 v16. The building is designed as per IS 1893(Part 1):2002 for earthquake forces in seismic zone IV. The main objectives of the project are to compare the variation of maximum displacements and storey drifts for low, medium& high rise structures & Flexure design has been carried out for the selected beam

SESIMIC ANALYSIS AND DESIGN OF LOW (G+4), MEDIUM (G+8) & HIGH RISE (G+16) RC BUILDINGS BY USING SAP 2000

"Sesimic Analysis and Design of Low (G+4), Medium (G+8) & High Rise (G+16) RC Buildings by Using SAP 2000", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 7, page no.620-626, July-2018, Available :http://www.jetir.org/papers/JETIR1807689.pdf

"Sesimic Analysis and Design of Low (G+4), Medium (G+8) & High Rise (G+16) RC Buildings 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. pp620-626, July-2018, Available at : http://www.jetir.org/papers/JETIR1807689.pdf