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Comparative Analysis Of Lateral Load Resisting Systems With Bare Frame

Author(s):

Md Ziyauddin , MVJ COLLEGE OF ENGINEERING; Shivaraju.G.D, MVJ COLLEGE OF ENGINEERING

Keywords:

Bare Frame, Shear Wall, Bracings and Base Isolators, Mode Shapes, Displacement, Acceleration

Abstract

Flat slabs which are commonly used are adopted by the residential buildings flooring system, parking areas, commercial complexes. Flat slabs are preferred by architects and builders because of their aesthetic view and economic to construct. In this thesis, the seismic performance of reinforced concrete (RC) flat slab building with bare frame and lateral load resisting systems such as shear wall, bracings and base isolators is investigated. An eight storey (G+7) building structure is considered for seismic design. Seismic zone-2 and zone-5 are considered for design as per IS 1893 (part1): 2002. Both static and dynamic behavior of the RC flat slab building with bare frame fixed at base and with shear wall, bracings and base isolators are investigated. The effectiveness of 3 types of lateral load resisting systems RC in rehabilitating the eight storey building is studied.

Other Details

Paper ID: IJSRDV3I70092
Published in: Volume : 3, Issue : 7
Publication Date: 01/10/2015
Page(s): 213-215

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