In version 2023.c, the limit drift between floors due to seismic action was implemented in CYPECAD by means of user-entered values.
Now, in version 2023.e, the limit drift between floors due to seismic action can be selected for several codes.
An automatic selection can be made according to one of the codes in which the drifts have been implemented, or the values can be entered manually.
An indication is given in the final report of the analysis if any of the elements do not comply with any of the selected limits.
The codes in which the limit drift between floors due to seismic action have been added in version 2023.e are:
- EN 1998-1
Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings. - ASCE 7-16
Minimum Design Loads and Associated Criteria for Buildings and Other Structures - ASCE 7-10
Minimum Design Loads for Buildings and Other Structures - ASCE 7-05
Minimum Design Loads for Buildings and Other Structures - 2015 IBC
International Building Code - 2009 IBC
International Building Code - REP-2014
Reglamento Estructural de Panamá - REP-2004
Reglamento de Diseño Estructural para la República de Panamá - NSR-10
Reglamento Colombiano de Construcción Sismo Resistente (2010) - NCh433.Of1996 Mod.2009
Norma Chilena Oficial. Diseño sísmico de edificios. - INPRES-CIRSOC 103 (2013)
Reglamento Argentino para Construcciones Sismorresistentes. Parte I.- Construcciones en General. - NEC-SE-DS (2014)
Norma Ecuatoriana de la Construcción. Peligro Sísmico. Diseño sismo resistente. - NEC-11
Norma Ecuatoriana de la Construcción. Capítulo 2.- Peligro Sísmico y Requisitos de Diseño Sismo Resistente. - CFE-08
Manual de Diseño de Obras Civiles. Diseño por Sismo. Comisión federal de Electricidad. México 2008. - CFE-15
Manual de Diseño de Obras Civiles. Diseño por Sismo. Comisión federal de Electricidad. México 2015. - NTC-04
Normas Técnicas Complementarias para Diseño por Sismo
