نرم افزار SAP2000 V 14.2.4

نرم افزار : SAP2000 V 14.2.4

 

Version: 14.2.4
Supported Operating Systems: Windows XP & VistaMODELING (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

براي دانلود به ادامه مطلب برويد :

نرم افزار : SAP2000 V 14.2.4

Version: 14.2.4
Supported Operating Systems: Windows XP & VistaMODELING (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=#FF8000] 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=#FF8000]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)
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


درباره نویسنده

امیر رضا حدادی متولد 1368 شهرستان آمل کارشناس مهندسی عمران دانشگاه شمال و کارشناس ارشد مهندسی راه و ترابری محقق و پژوهشگر در زمینه مهندسی عمران و پدافندغیرعامل و روسازی راه اماده ارائه خدمات و همکاری علمی و پژوهشی در زمینه های دفاع شهری و روسازی راه و مهندسی عمران

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