نرم افزار : SAP2000 V 14.2.4

منبع : سیویل استارز

نرم افزار : SAP2000 V 14.2.4

http://eng-syria.net/proimage/SAP14.jpg

Version: 14.2.4
Supported Operating Systems: Windows XP & Vista
MODELING (A, P, B)

• Object Based Graphical Interface
• Model Templates with Auto Meshing
• Frame, Cable and Tendon Members
• Area (Shell) and Solid Objects with Internal Meshing
• Integrated Graphical Section Designer for Complex Frame Shapes
• Bridge Wizard for Bridge Modeling (A, P, BR)
• Editing with Move, Merge, Mirror and Replicate
• Accurate Dimensioning with Guidelines and Snapping
• Auto Edge Constraints for Mismatched Shell Meshes
• Quick Draw Options for Object Creation
• Tendons in Frame, Shell and Solid Objects
• Parametric Bridge Cross Sections (A, P, BR)
• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
• Definition of Highway Layout Lines (A, P, BR)
• Automatic Generation of Code Lateral Wind and Seismic Loads
• Wind Loads on Open Structures
• Transfer of Loads from Area Objects to Framing Systems
• Application of Lane Loads to Bridge (A, P, BR)
• Cracked Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Line and Surface Multi-Linear Springs (A)
• Staged Construction Analysis (A, SC)
• Wave Generator (A, OS)
• Parametric Tendon Layout for Box Girders (A, P, BR)

SAP2000 ANALYSIS

• Static Analysis with Frame and Shell Objects (A, P, B)
• Response Spectrum Analysis with Eigen or Ritz Vectors (A, P, B)
• P-Delta Analysis (A, P, B)
• Joint Constraints including Rigid Bodies & Diaphragms (A, P, B)
• Applied Force and Displacement Loading (A, P, B)
• Gravity, Pressure and Thermal Loading (A, P, B)
• Layered Shell Element (A, P, B)
• Post Tensioning in Frame, Area and Solid Objects (A, P, B)
• Relaxation & Anchorage Slip Losses in Tendons (A, SC)
• Plane, Asolid and Solid Objects (A, P)
• Time History Analysis, including Multiple Base Excitation (A, P)
• Frequency Domain Analysis – Power Spectral Density (A, P)
• Moving Loads (A, P, BR)
• Time Dependent Concrete Creep & Shrinkage Effects (A, SC)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (A)
• Nonlinear Static Pushover Analysis (A)
• Viscous Dampers (A)
• Fiber Hinges (A)
• Base Isolators (A)
• Gap Object for Structural Pounding (A)
• Time History with Wilson FNA or Direct Integration Methods (A)
• Dynamic Effects of Moving Loads (A, P, BR)
• Segmental Construction Analysis (A, SC)
• API Simplified Fatigue Analysis (A, OS)

[color=#40bf00]BUCKLING

• Buckling Analysis Around Any Nonlinear State (A)
• Element-Based P-Delta Effects for Local Buckling Instabilities (A)

LARGE DISPLACEMENTS
• Large Displacement/Small Strain Analysis (A)
• Nonlinear Large Rotations Cable Analysis (A)

FREQUENCY DOMAIN
• Steady State Analysis (A, P)
• Power Spectral Density (PSD) Analysis (A, P)
• Frequency Dependent Properties for Links/Supports (A, P)


[color=#00bf00]NONLINEAR MATERIAL BEHAVIOR
• Pushover Analysis Using Fiber Models (A)
• Viscous Damper with Nonlinear Exponent on Velocity Term (A)
• Base Isolator with Biaxial Plasticity Behavior (A)
• Hinges offer P-M-M Interaction Eng-Syria.NET with Moment-Curvature (A)
• Section Designer – Mander Model for Confined Concrete (A)
• Pivot-Hysteresis and Takeda Models for Plastic Link Behavior (A)
• Double-Acting Friction Pendulum Isolators (A)

PART 03
Significant enhancements included in SAP2000 v14.2.4

• Concrete frame design has been enhanced to improve the smoothing of P-M-M interaction

  surfaces in those rare cases where they become non-convex due to kinks in the P-M curves.

• A new design overwrite has been added for steel frame design using the “Eurocode 3-2005”

  code. You may now use the “Is Rolled Section” parameter to indicate whether the member

  is rolled or welded. The assignment as rolled or welded affects the b/t ratio and therefore

  may affect the section classification. It may also affect the shear-area calculation.

• The limit on the number of nodes (joints) allowed for exporting a model to a SASSI file has

  been increased from 9999 to 99999. The exported files are still compatible with the older format

  if fewer than 10000 nodes are exported.

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