SEISMIC ANALYSIS OF G+7 RC BUILDING USING NON-CONVENTIONAL SIZE OF COLUMN AND BEAM TO REDUCE THE DEFLECTION BY STAAD.Pro

SEISMIC ANALYSIS OF G+7 RC BUILDING USING NON-CONVENTIONAL SIZE OF COLUMN AND BEAM TO REDUCE THE DEFLECTION BY STAAD.Pro

R. H. Mohankar1, Gayatri Thombare2, Nikita Itankar3, Prachi khedikar4, Durgesh Fukat5, Himalaya kanekar6

1Assistant Professor, Department of Civil Engineering, PJLCE, Nagpur, Maharashtra

2,3,4,5,6Students, Department of Civil Engineering, PJLCE, Nagpur, Maharashtra

Abstract:  The earthquake is a nature phenomenon which can generate the most destructive forces on structure. Therefore, building should be safe for lives by proper design and detailing of structural members in order to have a ductile form a failure, so structure in well-being against seismic power of multistoried working. There is need of seismic examination study and planning to earthquake protection structure.

The goal of seismic resistance construction is to erect structures that fare better during seismic activity than their conventional counterparts. The project report comprises of seismic analysis and design of G+7 RC building. A G+7 storied structure for the seismic investigation and it is situated in zone-III district in India (MP,Indore). The present project deals with seismic analysis of multistoried residential building G+7 by using conventional & non-conventional size of column and beam to reduce the deflection by STAAD.Pro. The dead load and live load & seismic load applied and design for beam, column, slab and footing are obtained. Total structure was analyzed by computer by using STAAD-PRO software. Various software now-a-day are available & STAAD-PRO is most common used for analysis and designing of a building by considering the earthquake forces and to review & study the behavior of multistoried building by Equivalent Static Lateral Force Method.
Keywords: STAAD-Pro, Residential building, Seismic Analysis, Design, load, assign, property, bending moment and axial force.