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This document discusses a study analyzing moments in gravity columns of steel buildings due to lateral deformation from seismic forces. Nonlinear dynamic analyses were performed on 3- and 9-story buckling-restrained brace frame (BRBF) buildings to determine moments in lateral force resisting columns. Gravity columns were then designed according to code and evaluated to see if demand exceeded capacity. For most gravity columns, demand exceeded capacity, suggesting improvements could be made to gravity column

Author

Krishna Murari

Language

EN