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Control of Progressive Collapse of the Structure Using Shear Wall

Journal of Smart Buildings and Construction Technology 2022年第2期4卷 30-42页

作者： Pruthviraj S R shivukumarnaika m Prabhakara H R Department of Studies in Civil Engineering University B.D.T College of EngineeringDavangereKarnataka577004India

The vulnerability of reinforced concrete(RC)building systems to progressive collapse has turned out to be a challenging trouble for professional structural engineers so as to prevent total failure on account of nearby dam*** goal of this paper is to enhance the knowledge of such buildings’behavior underneath several scenarios of misplaced columns at different floor stages,and their capacity for progressive *** homes had been analyzed following the guidelines for progressive collapse evaluation and design organized by means of the general services administration guidelines(GSA).The progressive collapse of a ten story structure subjected to a simplest gravity load is taken into consideration and the column has been eliminated at one place and the spread damage is *** progressive collapse study has been carried out by way of removing the column at a diagnosed crucial locations(at corner,middle and at interior)as in line with GSA *** analysis is done using analysis program *** each case,the consequences were taken in terms of demand capacity ratio(DCR)at critical section,and as a result the structure has been assessed for it’s susceptible to progressive *** availability of shear wall is made on the component wherein collapse occurred and DCR values are *** imparting the shear wall to the structure,the progressive collapse of the structure because of accidental load may be controlled in order that the GSA guidelines recommended DCR value would be within the range.

关键词： Progressive collapse analysis General Service Administration(GAS)Guidelines Demand capacity ratio(DCR) Column removal ETABS Shear wall

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