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Seismic Analysis and Design Steel Framed Multi- Storied Building

Author(s):

Sandesh V. Binak , G.H.R.A.E.T; G. B Bhaskar, G.H.R.A.E.T

Keywords:

steel frame building, Eurocode

Abstract

Earthquakes are the natural hazard under which the disasters are mainly caused by damage to or collapse of building. So for new construction it is necessary to establish earthquake resistant regulations and their implementation is the critical safeguard against earthquake induced damage. Depending on the conditions different design base shear calculation format given in IS 1893:2002, Eurocode 8. These formats are applied to a multi-storied steel frame building and using Equivalent Static Analysis approach base shear are calculated and compared. According to IS 800:2007 Elastic Analysis and Design of steel structure are suggested. Eurocode 3 also has given limit state design approach for the design of steel structure. Design of multi-storied steel frame building has been carried out for elastic analysis as per IS 800 2007 and for plastic analysis as per IS 800 1984. Similarly the multi-storied steel frame building has been designed by Eurocode 3 and Eurocode 4 mentioned procedures. The design consists of design of beam, column, connection, gusseted base plate and seismic design of the beam-to-column joint panel zone. All the checks are shown according to requirement of seismic codes respectively.

Other Details

Paper ID: IJSRDV4I50326
Published in: Volume : 4, Issue : 5
Publication Date: 01/08/2016
Page(s): 426-433

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