ANALYSIS AND DESIGN OF A G+5 STORIED R.C.C. FRAMED VERTICALLY IRREGULAR STRUCTURE WITH INFILL WALL (BRICK WALL ) & SHEAR WALL (LIFT WALL)
Author(s):
TAPAS BERA
Keywords:
ETABS 21, R.C.C. frame, vertically irregular, Shear wall (Lift wall), Infill wall (Brick wall), Earth quake, Response spectrum, Deflection, Shear, Bending.
Abstract
Designing of a structure to reduce damage during an earthquake makes the structures quite uneconomical. This is because of earthquake might or might not occur in its life time, it is a rare phenomenon. Shear wall is the best way to control deflection during earthquake. Lifts are the mandatory to be used in multi-storey building which are frequently used as core type shear walls. Infill walls are also to be used for exterior as well as interior walls. Response spectrum analysis is used to evaluate the seismic capacity of a structure. The present literature focuses on models with effects of shear walls (Lift) and infill walls (Brick wall) with vertical irregular R.C.C. frame structure. In this paper a proposed G+5 storied R.C.C. framed structure with vertical irregularities has been analysed and designed using ETABS 21. The building is designed as per IS:1893 (Part-I) 2016 for earthquake forces.
Article Details
Unique Paper ID: 164068

Publication Volume & Issue: Volume 10, Issue 12

Page(s): 185 - 188
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