civil-sy.com - المنتديات: SAP2000 14.2.0

MODELING (A, P,

• 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,

• Response Spectrum Analysis with Eigen or Ritz Vectors (A, P,

• P-Delta Analysis (A, P,

• Joint Constraints including Rigid Bodies & Diaphragms (A, P,

• Applied Force and Displacement Loading (A, P,

• Gravity, Pressure and Thermal Loading (A, P,

• Layered Shell Element (A, P,

• Post Tensioning in Frame, Area and Solid Objects (A, P,

• 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)

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)

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