SAP2000 - Three Dimensional Static and Dynamic Finite Element Analysis and Design of Structures - Pdf 14


Three
Dimensional
Static and
Dynamic Finite
Element Analysis
and Design of
Structures
T
i
t
l
e

SAP2000
V8 – Non Linear
A Comprehensive Software for the
Finite Element Modeling, Static, Dynamic
and Non-Linear Analysis and Design of
Structures

SAP2000
Key Features

Powerful and Integrated
Structural Analysis and Desi
gn Software

Fully Interactive Graphical
Interface for quickly creating
models

Work on Multiple View

Generate complex 3D models using plan,
elevation and developed views
Interactive
Modeling

SAP2000
Parametric Structures

Use templates and parametric structures to quickly
generate typical models
Interactive
Modeling

SAP2000
Powerful Editing Tools

Use quick draw to create
elements easily

Duplicate and generate elements
with move, merge, mirror and repl
icate
Interactive
Modeling

SAP2000
Powerful Editing Tools



User defined and named views
Interactive
Modeling

SAP2000
Guides and Grids

Accurate dimensioning with guidelines
and snapping

Multiple rectangular and cylindrical
coordinate systems with flexible grid syst
ems
Interactive
Modeling

SAP2000
Feedback and Information

Right button click for instantaneous information on selected objects
and elements
Interactive
ModelingSAP2000
Powerful Frame Elements

Simple Frame Elements for

CSI Section Designer:
A highly interactive and
comprehensive software for building
structural shapes and sections in
concrete, steel or composite materials
for Frame elements
Reinforced Concrete Simple SteelComposite SectionsBuilt-up Steel

SAP2000
Non-prismatic Frame Elements

Multiple non-prismatic segments over element length to model
beams of variable sections
Frame
Elements

SAP2000
Rigid End Offsets

Rigid End connections to model large
joints

Automated end offset evaluation and
assignment
Frame
Elements

SAP2000
End Releases


direction and axis
Frame
Elements

SAP2000
Temperature Gradient

Applied to Element Section in any direction

Applied to Nodes and Groups
Frame
Elements

SAP2000
Handle Prestress Cables

Load due to Prestress can be applied to
Frame Elements as Cables in Patterns an
d Load Cases
Frame
Elements

SAP2000
Non-Linear Link Element

For use with the dynamic time history analysis option

Link may be placed between any two joints or from joint to ground

Viscous damper with nonlinear exponent on velocity


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