![]() Auto-seismic loading according to the Dominican Republic (R-001) code added.Auto-seismic loading according to Korean Building Code (KBC 2009) added.Automated response spectrum functions according to the Costa Rica Seismic Code 2010, Ecuador (NEC-SE-DS 2015), Korean KBC 2009, Mexico (CFE-93 and CFE-2008), and Peru (NTE E.030 2014) codes added.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. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |