Seismic Behaviour of RC Framed Multistorey Building with Mezzanine Floor

A Sangeetha¹

¹Assistant Professor, Department of Civil Engineering,
Vel Tech Rangarajan Dr. Sangunthala R&D Institute of Science and Technology, Avadi, Chennai, India

Abstract

The aim of the thesis is to arrive the Seismic behaviour of multi-storey Building with mezzanine floor. A G+4 storey building with plan dimension of 9.45m x 9.60m building have been chosen for analysis purpose. The model consists of two mezzanine floors one in the 1st floor and one in the 3rd floor. And two G+2 models are considered with plan dimension of 2.30m x 2.30m, one model is taken as normal framed structure and another one is taken as framed structure where mezzanine floor is introduced at ground floor. CATIA V5 for modelling and HYPERMESH 11, ANSYS 12 and STAAD Pro. software's have been used to analyse the structures. The displacement, overall Time period and shear stress of the models are calculated and it is found that building with mezzanine floor having less performance against lateral force. Because it is having less Displacement, Time period etc., while compared to building without mezzanine floor.

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Cite this Article as Follows

A Sangeetha. Seismic Behaviour of RC Framed Multistorey Building with Mezzanine Floor. International Conference on Global Environmental Changes and Sustainable Development (2018): 67. Print.