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opstool 1.0.5 documentation
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Quick Start

  • Installation
  • Known Issues
  • Quick Start

User Guide

  • Pre-Processing
    • Fiber Section Mesh
    • Converting GMSH to OpenSeesPy
    • Convert Tcl code to OpenSeesPy commands
    • Automatic Unit Conversion
    • Element Load Transformation
  • Post-Processing
    • Eigenvalue Analysis
    • Node Responses
    • Frame Responses
    • Truss Responses
    • Shell Responses
    • Brick Responses
  • Visualization
    • Model Geometry (Plotly)
    • Eigen (Plotly)
    • Nodal Responses (Plotly)
    • Frame Responses (Plotly)
    • Truss Responses (Plotly)
    • Shell Responses (Plotly)
    • Brick Responses (Plotly)
    • Model Geometry (Pyvista)
    • Eigen (Pyvista)
    • Nodal Responses (Pyvista)
    • Frame Responses (Pyvista)
    • Truss Responses (Pyvista)
    • Shell Responses (Pyvista)
    • Brick Responses (Pyvista)
  • Analysis
    • Moment Curvature Analysis of Section
    • Smart Analysis

Examples

  • Fiber Section Mesh
    • Hollow Rectangular RC Section
    • Steel-Concrete Composite Section Meshing
    • Concrete-Filled Steel Tube (CFST) Section Meshing
    • Bridge Superstructure Section
  • Gmsh to OpenSeesPy
    • Gmsh2OPS: Case 1
    • Gmsh2OPS: Case 2
  • Visualization
    • 606 m Mega-tall Building

API Reference

  • Global Functions
  • Preprocessing
  • Fiber Section Mesh
  • Postprocessing
  • Plotly-based Visualization
  • Pyvista-based Visualization
  • Analysis
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Fiber Section Mesh¶

Hollow Rectangular RC Section
Steel-Concrete Composite Section Meshing
Concrete-Filled Steel Tube (CFST) Section Meshing
Bridge Superstructure Section

Gmsh to OpenSeesPy¶

Gmsh2OPS: Case 1
Gmsh2OPS: Case 2

Visualization¶

606 m Mega-tall Building
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Hollow Rectangular RC Section
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Smart Analysis
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