Niveles y características

Características Físicas de Modelado	Plus	Nonlinear	Ultimate
Limite de nodos	Ilimitado	Ilimitado	Ilimitado
Todas las características de generación de modelos
Objetos Tipo Línea 3D y Tipo Área
Base de datos para todas las secciones estándar de acero, aluminio y acero laminado en frío
Diseñador de Secciones para Secciones Especiales (Section Designer)
Apilado de muros de cortante con formas complejas
Editado Interactivo base de datos en hoja de calculo

Características Analíticas de Modelado	Plus	Nonlinear	Ultimate
Herramientas de Mallado
Generador Automático de Mallado
Tecnología de Auto Restricción de Esquinas para mallados no acoplados
Elementos Tipo Barra 2D y 3D
Elementos Tipo Cascaron (Shell)
Nonlinear layered shell element
Moment curvature curve and PMM interaction surface for arbitrary fiber sections
Linear link element with stiffness and damping
Automated panel zone element
Nonlinear link elements: gaps, hooks
Elementos NoLineales tipo link - plasticidad, amortiguadores, aisladores
Nonlinear frame hinge element

Características de Tipos de Cargas	Plus	Nonlinear	Ultimate
Cargas puntuales, lineales, trapezoidales y de área
Distribución tributaria de cargas de área a elementos tipo Barra
Carga automática de Viento basado en el código
Cargas de viento en estructuras abiertas (múltiples códigos)
Cargas Sísmicas Automáticas basadas en el código
Patrón de cargas
Cargas por desplazamientos aplicados
Cargas de gravedad, presión y térmicas

Características de Análisis	Plus	Nonlinear	Ultimate
Fast advanced solver technology with SAPFireTM analysis engine
Multiple 64-bit solvers for analysis optimization with unmatched solution capacity
Diaphragm and rigid-body constraints
Eigen analysis with auto-shifting for ill-conditioned problems
Ritz analysis for fast predominant mode evaluation with missing mass
Multiple response spectrum cases in single run
Modal combination by the CQC, SRSS, GMC or double sum methods
Directional combination by the ABS, SRSS, or CQC3 methods
Linear dynamic modal time history analysis
Linear dynamic direct integration time history analysis
Análisis por pandeo (Buckling)
Análisis NoLineal
Tension/compression-only frame elements
Tension/compression only soil (area)
P-delta analysis - both small and large P-delta
Static pushover analysis
Wilson FNA (Fast Nonlinear Analysis) method
Direct integration time history
Line and surface multi-linear springs (P-y curves)
Material nonlinearity - frame hinges and links
Geometric nonlinearity - large displacement
Construcción en etapas
Flujo Plástico y  contracción
Property modifiers for frames and shells can be changed
Section properties for frames and shells can be changed
Static and dynamic load combos - linear, envelope, absolute, SRSS, range

Características de Diseño	Plus	Nonlinear	Ultimate
Diseño de elementos de Acero - American and international design codes
Diseño de elementos de Concreto  - American and international design codes
Diseño de vigas compuestas - American and international design codes
Diseño de elementos de acero tipo joist (vigueta) - American and international design codes
Concrete shear-wall design - American and international design codes
Load combinations can be converted to nonlinear load cases for design

Características de Resultados en Pantalla y Salida	Plus	Nonlinear	Ultimate
Deformed and undeformed geometry in 3D
Loading diagrams
Moment, shear and axial force diagrams
Stress contours for area and solid objects
Resultant forces displayed along section Cuts
Detailed results with right button click
Virtual work plots
Time history displays of function vs. time
Force vs. deformation plots
Response spectrum curves from time history response
Video of animations and time varying results displays
Capture of graphics to .emf, .jpg, .bmp, .tif
Customized report generation
Quick generation of built-in reports
Custom reports
Cover sheet identifying client, project, user and company
Formatted tables of model definition, analysis and design results
Graphical displays of the model
Detallado - steel framing
Detallado - concrete shear wall

Formatos de Importación y Exportación	Plus	Nonlinear	Ultimate
Open API, compatible between ETABS/SAP2000
Microsoft Excel and Access export
Text file import/export
Revit import/export using CSiXRevit (se adquiere por separado)
AutoCAD (.dxf/.dwg)
CIS/2 - STEP
Steel detailing neutral file (SDNF)
IGES
IFC
Other analysis software text files (Import only)

Requerimientos del sistema

Processor
Minimum: Intel Pentium 4 or AMD Athlon 64
Recommended: Intel i5/i7, AMD Athlon X4/Ryzen, or better
A 64-bit CPU is required
The SAPFire® Analytical Engine includes multi-threaded solvers and algorithms that can take advantage of multi-core CPUs. The design algorithms can also utilize multiple cores.

Operating System
Microsoft® Windows 7, Microsoft® Windows 8 or Microsoft® Windows 10
64-bit processor

Memory
Minimum: 8 GB RAM
The problem size that can be solved and the speeds for solution & response recovery increase considerably with more RAM.

Video Card
Minimum: Supporting 1024 by 768 resolution and 16 bits colors for standard (GDI+) graphics mode
Recommended: Discrete video card with NVIDIA GPU or equivalent and dedicated graphics RAM (512 Mb or larger) for DirectX graphics mode. The card must be DirectX 11 Compatible.
DirectX graphics mode fully utilizes the hardware acceleration provided by a GPU and dedicated graphics RAM.
For better graphics quality in terms of anti-aliasing and line thickness, the device raster drawing capabilities should support legacy depth bias.

Disk Space
6 GB to install the software.
Additional space will be required for running and storing model files and analysis results, dependent upon the size of the models
Recommended: 500GB or larger PCIe Solid State Drive (SSD). External and network drives are not recommended.

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Codigos de Diseño

Static lateral seismic load codes:
ASCE 7-10
AS/NZS 1170 2002
GB50011-2010
Eurocode 8 2004
IS 1893 2002
Italian NTC 2008
NBCC 2010
Turkish EDP 2007
NZS 1170 2004
BOCA 96
ASCE 7-02
ASCE 7-05
NBCC 95
NBCC 2005
NEHRP 97
UBC 94
UBC 97
UBC 97 Isolated

Static lateral wind loads codes:
ASCE 7-10
AS/NZS 1170.2:2002
GB50009-2012
Eurocode 1 2005
Indian IS875:1987
Italian NTC 2008
NBCC 2010
Turkish TS 498-97
ASCE 7-88
ASCE 7-95
ASCE 7-02
ASCE 7-05
BOCA96
BS 6399-95
NBCC 95
NBCC 2005
Mexican
UBC 94
UBC 97

Response Spectrum functions codes:
AS1170-2007
ASCE 7-02
ASCE 7-05
ASCE 7-10
BOCA 96
GB50011-2010
Eurocode 8-2004
IS 1893:2002
Italian NTC 2008
Italian3274
NBCC 2005
NBCC 2010
NBCC95
NEHRP97
NZS1170-2004
NZS 4203
Turkish EDP 2007
UBC 94
UBC 97

Live Load Reduction factors codes:
ASCE 7-95
ASCE 7-05
ASCE 7-10
AS/NZ 1170.1-2002
Chinese GB 50009-2012
Eurocode 1991:2002
Hong Kong COP 2011
Indian IS 875-1987
NBCC95
NBCC2005
NBCC2010
UBC97
User Parameters (per Section 1607.5, UBC 1997)
User Defined Curves (By Tributary Area)
User Defined (By Stories Supported

Steel frame design codes:
AISC 360-10
AISC 360-05
AISC LRFD 93
AISC ASD 89
AS 4100-1998
BS 5950-2000
CSA S16-09
Eurocode 3-2005
IS 800:2007
Italian NTC 2008
NZS 3404:1997
GB50017-2003

Concrete frame design codes:
ACI 318-11
ACI 318-08
ACI 530-11
AS 3600-09
BS8110-97
CSA A23.3-04
Eurocode 2-2004
Hong Kong CP 2004
IS 456:2000
Italian NTC 2008
KCI-1999
Mexican RCDF 2004
NZS 3101:2006
Singapore CP 65:99
TS 500-2000
GB50010-2010

Composite Beam design codes:
AISC 360-10
AISC 360-05
BS 5950-1990
CSA S16-09
Eurocode 4-2004
IS 800:1998
GB50017-2003

Shearwall design codes:
ACI 318-11
ACI 318-08
AS 3600-09
BS 8110-97
CSA A23.3-04
Eurocode 2-2004
Hong Kong CP 2004
IS 456:2000
Mexican RCDF 2004
NZS 3101:2006
Singapore CP 65:99
TS 500-2000
GB50010-2010

Composite column design:
AISC 360-10
JGJ3-2010, CECS159:2004, JGJ138-2001