Normas Argentinas para Construcción Sismorresistente. Parte II: Construcciones de Hormigón Armado.
The reinforcement ductility criteria and the capacity design criteria for seismic design indicated in CIRSOC-103 2005 were implemented in the 2013.l version. These criteria are applied in CYPECAD when users select CIRSOC 201-2005 and combine it with CIRSOC 103-1991 or CIRSOC 103-2008.
Now, as of the 2014.b version and to calculate the overresistance factors for seismic capacity checks carried out by the Advanced beam editor of CYPECAD, the overresistance moments of the beams are considered at the axes.
Additionally, as of the 2014.b version, the seismic design criteria checks carried out by the Advanced beam editor, and check of the maximum diameter of the continuous reinforcement via internal nodes have been added.
