COMPARISION BETWEEN RCC AND COMPOSITE STRUCTURE OF (G+3) INDUSTRAIL BUILDING
Keywords:
Composite column, Composite beam, RCC deck slab, Shear connectors, ETABS software.Abstract
Use of composite material is of particular interest, due to its significant potential in improving the overall
performance through rather modest changes in manufacturing and constructional technologies. Steel concrete composite
construction means the concrete slab is connected to the steel beam with the help of shear connectors so that they act as a single
unit. Steel-concrete composite construction system is an efficient, economical and innovative method for seismic resistance of multi
storied buildings. Equivalent static method of seismic analysis used in the analysis of geometric models. The maximum shear force
and maximum bending moment are less in composite beam as compared to RCC beam. The node displacement is on higher side in
composite structure as compared to RCC structure. The weight of composite structure is also less compared to RCC structure.
Comparison of parameters like time period, displacement, base shear and load carrying capacity is done with steel and R.C.C
structures. The results are compared and it is found that composite structure are more good in several aspect and also composite
structures are the best solution for high rise structure as compared to RCC structure.
