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Frontiers of Structural and Civil Engineering >> 2012, Volume 6, Issue 4 doi: 10.1007/s11709-012-0181-7
Investigation on a mitigation scheme to resist the progressive collapse of reinforced concrete buildings
Department of Civil Engineering, Faculty of Engineering, University of Shiraz, Shiraz, Iran
Abstract
Keywords
prevent progressive collapse ; alternate load path ; reinforced concrete buildings ; nonlinear dynamic ; retrofitting ; cable ; steel hat braced frame ; barrel and wedge
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