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Analysis of Seismic Design Steel Braced Frame


Author(s):

Pooja B.Suryawanshi , GHRCE NAGPUR; Prof. H. G. Sonkusare, GHRCE NAGPUR

Keywords:

Steel building, Bracing system, Pushover analysis

Abstract:

From last few decades steel structures plays an important role in construction industry. Steel is most essential material for building construction. Steel structure are ductile in nature also they have good strength and stability. Steel structures give sufficient warning prior to the failure by means of excessive deformations. The design of structure should be such that it can sustain in seismic load. This paper emphasis on a analysis of nonlinear and static pushover for the G+5 storey steel frame building with unbraced and braced systems. A variation of the lateral shear force with respect to the lateral deformation of steel frame building is calculated by pushover analysis. Shear capacity of any structure is enhanced with the application of the steel bracing. The G+5 storey industrial steel frame building is designed for crossed X bracing and V bracing and comparison is made between the bare frame and frame with bracing and performance point of structure is carried out through nonlinear static pushover analysis. Analysis is done by using the ETABS -2015 software.


Other Details:

Manuscript Id :IJSTEV2I11048
Published in :Volume : 2, Issue : 11
Publication Date: 01/06/2016
Page(s): 68-76
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