09-26-2010, 11:21 AM
Dear Paladin,
yes, modify the properties of pushover hinge (V, M & PMM) through hinge element in etabs or sap2000 can consider actual shear reinforcement of beam/column. you can use section analysis program (cumbia, response2000, USC_RC) to define force-deformation (yield) condition of sections at any point that you need to consider.
cheers.
yes, modify the properties of pushover hinge (V, M & PMM) through hinge element in etabs or sap2000 can consider actual shear reinforcement of beam/column. you can use section analysis program (cumbia, response2000, USC_RC) to define force-deformation (yield) condition of sections at any point that you need to consider.
cheers.
.