Niveles y características

ETABS, PROGRAMA ORIENTADO A EDIFICACIONES Y NAVES INDUSTRIALES
RESUMEN RAPIDO DE LOS DIFERENTES NIVELES VERSIÓN V19

Etabs Plus.

Sin límite de nodos. Incluye diseño de elementos barra de concreto y acero, diseño de vigas y columnas compuestas, diseño de muros de concreto a cortante, diseñador de secciones. Los códigos de diseño son los mismos en cualquier nivel de Etabs. Análisis:   -Estático.   -Espectro de respuesta.   -Modal tiempo historia lineal.   -P Delta. Cargas:  -Automáticas basadas en códigos de diseño para sismo y viento.  -Puntuales, lineales, de área y térmicas.  -Detailing integrado. El dibujo de planos ya esta integrado desde la versión v21 en adelante.

Etabs NoLineal. Agrega lo siguiente:

Análisis NL rápido por el método de Wilson FNA Análisis de Nolinealidad Geometrica - Grandes desplazamientos. Pushover (implementando el FEMA 356 y la opción de "Hinge y Fiber Hinges" basado en esfuerzo-deformación) Elementos NoLineales Tipo Link:   -Gaps y Hooks   -Plasticidad, Amortiguadores, Aisladores. Construcción en etapas básico:   -Se pueden agrega multiples etapas, pero sin considerar cambios en las secciones, ni cambios dependientes del tiempo.

Etabs Ultimate. Agrega lo siguiente:

Pandeo. Tendones y pérdidas de carga. Análisis de integracion directa tiempo historia (Lineal y NoLineal) Diseño Basado en Desempeño (PBD). Losas:   -Diseño losas por momentos en franjas.   -Diseño de losas por elemento finito. Revisión de Esfuerzos por postensado. Revisión (diseño) de Punching Shear Elementos NoLineales Tipo Link:   -Hinge de elementos Frame parametricos PMM   -Hinge de elementos Frame Fiber   -Hinge de elementos muro Fiber   -Modelado de Hinge como Links para FNA Construcción en etapas: Esto es modelar las secuencias incrementales de construcción y de cargas. Los efectos NoLineales se pueden considerar, tales como grandes deflexiones, fluencia, y aberturas y cerrado de huecos. Flujo plástico dependiente del tiempo, contracción, y efectos de cambio de la resistencia también se tomaran en cuenta.

 

LISTA COMPLETA DE TODAS LAS CARACTERÍSTICAS POR NIVEL:

USER INTERFACE	Plus	Nonlinear	Ultimate
Customizable Graphical User Interface
Enhanced Direct X Graphics
Multiple Views
Quick Navigation and Data Management
MODELING	Plus	Nonlinear	Ultimate
Wide Array of Templates
Model Explorer Functionality
Model Views
Analytical Model
Physical Model
Multiple Grid System Definition
Enhanced Drafting Utilities
Plans and Elevations
Developed Elevations to Generate Custom Elevations
Stories
Comprehensive Interactive Database Editing
Wide Array of Meshing Tools
Object Based Meshing
External Meshing
Line Constraints
BUILDING COMPONENTS	Plus	Nonlinear	Ultimate
Towers
Beams, Columns, Braces
Section Properties / Section Designer
Section Designer
Shell Elements (Walls, Floors, Ramps)
Shear Walls
Wall Stacks
Piers / Spandrels
Link Elements
Floor Diaphragms
Nonlinear Link Elements: Gaps and Hooks
*Nonlinear Link Elements: Plasticity, Dampers, Isolators
-Automated Buckling Restrained Brace (BRB) modeling (CoreBrace)
-Friction-spring hysteretic damper and Bilinear Maxwell oil damper property
*Nonlinear Hinges
-Single Degree-of-Freedom Frame Hinges
-Isotropic PMM Frame Hinge
-Parametric PMM Frame Hinge
-Fiber Frame Hinges
-Fiber Wall Hinges
-Modeling Hinges as Links for FNA
Nonlinear Layered Shell Element
*Design Strips
-General Design Strips
-Automatic Width Strips
*Post-Tensioning (P/T)
-Autostrip and Layout
LOADING	Plus	Nonlinear	Ultimate
*Automated Code Based Loading
-Seismic
-Wind
Point, Line, Area, and Thermal Loads
Cladding
Live Load Reduction
Force / Moment
Open Structure Wind Loading
Pattern Loading
Displacement
Tendon Loads and Losses
ANALYSIS	Plus	Nonlinear	Ultimate
* SAPFireTM Analysis Engine
-Eigenvector Analysis
-Ritz- Vector Analysis
-Mulitple 64-Bit Solvers
* Wide Array of Dynamic Analysis Tool
-Response Spectrum
-Linear Modal Time History
-Linear Direct Integration Time History
Static Analysis
P-Delta
Buckling
Pushover Analysis
* Staged Construction
-Single Stage from Initial State
-Change Sections
-Multiple Stages
-Time Dependent Stiffness
-Creep and Shrinkage
Load Cases and Combinations
Model Alive
* Nonlinear Analysis
-Wilson FNA (Fast Nonlinear Analysis) Method
-Direct Integration Time History
-Material Nonlinearity - Frame, Hinges and Links
-Geometric Nonlinearity - Large Displacement
PERFORMANCE-BASED DESIGN	Plus	Nonlinear	Ultimate
Stable and Fast Nonlinear Analysis (FNA) implemented for PBD
Automated Nonlinear Hinges in Shear Walls-Based Upon User/Design Reinforcing
Steel and Concrete Material Models with Performance Levels (confined and unconfined)
Steel and Concrete Fiber Models for Shear Walls and Columns
Automated PBD Hinges and Procedures Based upon ASCE 41-13
D/C Ratio Plots and Tables for Fast Performance Evaluation
Material Strain as Performance Measure for D/C Ratios
Several New Hysteresis Options for Nonlinear Hinges
Options for Hysteretic Stiffness and Strength Degradation
Quasi-static (Dynamic) Option for Static Pushover Analysis of Complex Models
Generalized Displacement Constraints for Strain Evaluation
Output Averaging of Responses over Several Time History Runs
DESIGN	Plus	Nonlinear	Ultimate
Steel Frame Design
Concrete Frame Design
Composite Beam/Column Design
Shear Wall Design
Steel Joist Design
Concrete Slab Design
Strip Based Slab Design
FEM Based Slab Design
Punching Shear Check
Post-Tensioning Stress Checks
OUTPUT AND DISPLAY	Plus	Nonlinear	Ultimate
Analysis Results
Deformed Shape
Shell Force and Stress Contours
* Reaction Diagrams
-Section Cuts
Video Animations
Tabular Output
* Report Generation
-Customized User defined Reports
-Design Output reports
IMPORT AND EXPORT	Plus	Nonlinear	Ultimate
* BIM Product Interaction
-AutoCAD®and BricsCAD® (requiere adquirir plugin)
-Revit® (requiere adquirir plugin)
-Tekla
-IFC
* Application Programing Interface
-Multiple Lanuage Support
-Build Custom Plugins
-Cross Product Development

Requerimientos del sistema

Su Computadora debe contar con UUID para algunos tipos de activación.
También deberá contar con los siguientes requerimientos:

Processor
Minimum: Intel Pentium 4 or AMD Athlon 64
Recommended: 9th generation Intel Core i5/i7/i9, AMD Ryzen 5/7/9 with Zen 2 architecture, or better desktop CPU
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 10 or 11 (64 bit)

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.

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

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.

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