Grupo de contenido: Codes. Loads on structures. Seismic loads
Construcciones sismo resistentes. Requisitos básicos para el diseño y construcción. This code was already implemented in CYPECAD and Metal 3D as of previous versions using the dynamic analysis (modal spectral) method. For this design code, the 2014.d version of CYPECAD includes: More information on the correction due to base shear carried out by CYPECAD. More information on how to establish the […]
When an analysis is carried out in CYPECAD using any of the indicated seismic design codes, combined with Eurocode 2 (EU), Eurocode 2 (France) and Eurocode 2 (Portugal), the program takes into account the reinforcement ductility criteria and the capacity design criteria for seismic design of the selected seismic code. These criteria are justified in the Ultimate Limit State […]
CYPECAD allows users to define the Fundamental period of the structure (used to calculate the base shear) in two ways: Either of the two options can be selected in the section Estimation of the fundamental period of the structure within the Code for the calculation of seismic loading dialogue box (General data ˃ Select “with seismic loading” from the […]
Normas Argentinas para Construcción Sismorresistente. Parte II: Construcciones de Hormigón Armado. This code was already implemented in CYPECAD as of the 2013.l version in order to be able to use the Reinforcement ductility criteria and the Capacity design criteria for seismic design which are to be used with the concrete code: CIRSOC 201-2005 (Reglamento Argentino de Estructuras de Hormigón). Now, for the 2014.c version, the […]
These codes were already implemented in CYPECAD and Metal 3D as of previous versions. Now, in the 2014.c version, CYPECAD offers two options to indicate the value of the Fundamental period of the structure (used to calculate the base shear): More information can be found in the section on: “Seismic analysis. Fundamental period of the structure with user […]
СТРОИТЕЛЬСТВО В СЕЙСМИЧЕСКИХ РАЙОНАХ. Актуализированная редакция Construction in seismic regions. Updated edition Implemented in CYPECAD and Metal 3D.
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 […]
Código Hondureño de la Construcción. Normas Técnicas. Capítulo 1. Cargas y fuerzas estructurales. Diseño por Sismo Implemented in CYPECAD and Metal 3D. The dynamic analysis method (spectral modal) or static analysis method (equivalent lateral force) proposed by the CHOC-08 can be selected in both programs. The analysis method (dynamic or static) can be selected using the Analysis method option in the dialogue box in […]
When analysing with CYPECAD, if users select the French BAEL 91 (R-99) code and combine it with any of the indicated seismic loads, the program will take into account the reinforcement ductility criteria and the capacity design criteria for seismic design of the selected seismic code. These criteria are justified in the detailed Ultimate Limit State reports generated by […]
Norma Ecuatoriana de la Construcción. Capítulo 2.- Peligro sísmico y requisitos de diseño. This seismic load was already implemented in CYPECAD and Metal 3D as of previous versions. As of the 2013.n version, if users select the NEC – 11 seismic code of Ecuador and combine it with the ACI 318M-08 (USA) concrete code, CYPECAD’s Advanced beam editor and column editor may also be used. Additionally, by […]
Norma Técnica E.030 Diseño Sismorresistente. This concrete code was already implemented in CYPECAD and Metal 3D. Now, in the 2013.m version, if users select the NTE E.030 code with its corresponding concrete design code (NTE E.060: 2009), CYPECAD’s Advanced beam editor and column editor may also be used. Additionally, by using this code combination, CYPECAD applies the ductility reinforcement criteria and capacity design criteria of the NTE E.060: […]
Norma Boliviana de Diseño Sísmico (2006). Título A. Análisis y diseño sismo resistente. This concrete code was already implemented in CYPECAD and Metal 3D. Now, in the 2013.m version, if users select the Bolivian NBDS 2006 seismic code with the ACI 318M-08 concrete code, CYPECAD’s Advanced beam editor and column editor may also be used. Additionally, by using this code combination, CYPECAD applies the ductility reinforcement criteria of […]
