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Posted: Wed Dec 11, 2013 7:30 am Post subject: Moment Curvature Analysis for Columns
I am carrying out nonlinear analysis of a building for which I need to define hinges in ETABS for user defined case. For beams I am using RC Analysis software which is based on Mander model for confined concrete.
But for columns RC analysis is not showing correct results. Hence, Please suggest how to calculate moment curvature for column sections.
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