Επιλογή Σελίδας

Compare Levels | ETABS

ETABS is available in three levels:

Plus, Nonlinear, and Ultimate

  User Interface
Plus
Nonlinear
Ultimate

One Window, Many Views

Hardware Accelerated Graphics

  Modeling
Plus
Nonlinear
Ultimate

Templates

Model Views

Analytical Model Views
Physical Model Views
Grid Systems

Drawing Tools

Intelligent Snaps
Architectural Tracing
Plans and Elevations

Plan and Elevation Views
Developed Elevations
Interactive Table Data Editing

Meshing Tools

Object Based Meshing
External Meshing
Line Constraints

  Building Components
Plus
Nonlinear
Ultimate

Towers

Beams, Columns, Braces

Section Properties

Shells (Walls, Floors, Ramps)

Shear Walls

Wall Stacks
Piers and Spandrels
Link Elements

Floor Diaphragms

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
 
 

Nonlinear Link Elements: Gaps and Hooks

Nonlinear Link Elements: Plasticity, Dampers, Isolators
 

Automated Bucking Restrained Brace (BRB) modeling (CoreBrace)
Friction-spring hysteretic damper and Bilinear Maxwell oil damper property
 
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

Open Structure Wind Loading

Pattern Loading

Tendon Loads and Losses
 
 

  Analysis
Plus
Nonlinear
Ultimate

SAPFireTM Analysis Engine

Eigen Analysis
Ritz Analysis
Mulitple 64-Bit Solvers
Dynamics

Response Spectrum Analysis
Time History Analysis
P-Delta

Buckling
 
 

Pushover
 

Time Dependent
 

Construction Sequencing
 
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

Steel and concrete fiber models for shear walls and columns
 
 

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)
 
 

Material strain as performance measure for D/C ratios
 
 

Several new hysteresis options for nonlinear hinges
 
 

Options for hysteretic stiffness and strength degradation
 
 

Automated generalized displacement constraints for strain evaluation
 
 

Output averaging of responses over several time history runs
 
 

Quasi-static (Dyanmic) option for Static Pushover analysis of complex models
 
 

D/C ratio plots and tables for fast performance evaluation
 
 

Automated PBD hinges and procedures based upon ASCE 41-13
 
 

  Design
Plus
Nonlinear
Ultimate

Steel Frame

Concrete Frame

Composite Beam and Column

Shear Wall

Steel Joist

Steel Connection and Base Plate

Strip Based Slab Design
 
 

FEM Based Slab Design
 
 

Punching Shear Check
 
 

Post-Tensioning Stress Checks
 
 

  Output and Display
Plus
Nonlinear
Ultimate

Mixed Units

Deformed Geometry

Shell Force and Stress Contours