International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 09 Issue: 05 | May 2022
p-ISSN: 2395-0072
www.irjet.net
A Review on Investigation of Effect of Floating Column and Infill Wall on the Seismic Performance of RC Structure Aditya S. Yadav1, Dr. Atul B. Pujari2 1Post
graduate student Department of Civil Engineering, KJ College of Engineering & Management Research, Pune 411048, India 2Associate Professor Department of civil engineering, KJ College of Engineering & Management Research, Pune 411048, India ---------------------------------------------------------------------***--------------------------------------------------------------------structure is depending on its Shap, size and geometry. Abstract -In the present scenario of the construction there Buildings which are not present with some framed is huge range developments. Floating columns are columns which is rest directly on beam with holding continuity. element column or wall have some columns or walls in Discontinuity of the framed element column and presence of a any storey or with unusually tall storey tends to infill masonry wall change the performance of building. Infill damage or collapse in that relative story. wall presence in the structure which is plays important role in building. Infill masonry wall have more beneficial effect on seismic behaviour of structure. Buildings that having some columns or walls in a particular storey or with some tall storey tends to collapse which is initiated in that storey. Floating columns are common to accommodate parking floors at ground floor or open halls at different floors in structure. The analysis of work is completed mostly for G+ various floors. ETABS2020 software is use for the analysis and design work. The work in terms of shear at base, Displacement, story drift is basically carried out in design and analysis work. The work is carried out for checking of the safe building design. Response spectrum method is going to be used to check the seismic performance of building. This paper is meant to review the concept of the structure is with and without floating column and with and without infill walls
1.1 Infill Wall Infill masonry wall is nothing but closed barrier element of open space between framed structures which is use for to close the perimeter of building. It’s separate the rooms from each other such as one other and also to provide more lateral stability and strength. 1.2 Floating Column The structural element column is vertical member to transfer vertical load from above structure. Floating column is vertical structural member but it break the continuity of load transfer way that’s why reduce the performance of building. This column transfer load directly on the beam as vertical point load which going to be increase beam depth and steel quantity in structure.
Key Words: with and without Floating Column, Infill Wall, ETABS, Response spectrum
1.INTRODUCTION The construction is going to be huge development. Construction work is developed vertically with requirement of more space and for good view. More space is good along with strength if important in structure. In case the floating situation various load come from above structure is act as vertical point load on beam then column is floating column and to increase the stability of frame of structure walls are used and wall which is mostly use to separate the rooms from one other is infill wall. In case of floating column with infill gives good strength having less quantity of steel requirement. But in case of floating without infill steel in beam increases but in case of infill with floating required more steel. The behaviour of building or any © 2022, IRJET
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Impact Factor value: 7.529
Fig.1: Floating Column
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