![]() Ability to specify accidental eccentricity for response spectrum cases added.Modify undeformed geometry feature enhanced to allow applying the modification to a selection of joints, as well as limiting direction of modification.Semi-rigid option added for diaphragm constraint.This model represents concrete compression, cracking, and shear behavior under both monotonic and cyclic loading, and accounts for crack rotation. New 2-D modified Darwin-Pecknold concrete model has been added to the nonlinear layered shell. ![]()
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