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Frontiers of Structural and Civil Engineering >> 2019, Volume 13, Issue 5 doi: 10.1007/s11709-019-0554-2
Enhanced empirical models for predicting the drift capacity of less ductile RC columns with flexural, shear or axial failure modes
. Unit of Strength of Materials and Structural Analysis, Institute of Basic Sciences in Engineering Sciences, University of Innsbruck, Innsbruck 6020, Austria.. ISISE, Department of Civil Engineering, University of Minho, Guimarães 4800-058, Portugal
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Keywords
flexural-shear-axial failure ; drift capacity ; reinforced concrete columns ; statistical analysis ; fragility curves
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