Element Library
○：supported －：unsupported
| Category | Group | Name | Batch | Windows |
|---|---|---|---|---|
| Frame Element | Beam Elements | 2D Beam element | ○ | ○ |
| 3D Beam element | ○ | ○ | ||
| Nonlinear 2D Beam element | ○ | ○ | ||
| Nonlinear 3D Beam element | ○ | ○ | ||
| Truss element | ○ | ○ | ||
| Chord element | ○ | ○ | ||
| Cable element | ○ | － | ||
| 2D fiber element | ○ | ○ | ||
| 2D shear fiber element | ○ | － | ||
| 3D fiber element | ○ | ○ | ||
| Panel Elements | Spring element | ○ | ○ | |
| Directional translation Spring element | ○ | ○ | ||
| Directional rotation Spring element | ○ | ○ | ||
| Multi-spring element | ○ | ○ | ||
| Nodal Spring element | ○ | ○ | ||
| Axial force depending Spring element | ○ | － | ||
| Shear Strain depending Spring element | ○ | － | ||
| Viscous element | ○ | ○ | ||
| Directional translation viscous element | ○ | ○ | ||
| User-defined element matrix | ○ | ○ | ||
| S-ODB element | ○ | － | ||
| Finite Element | Solid / Shell Elements | Hexahedral element | ○ | ○ |
| Plane Stress element | ○ | ○ | ||
| Plane Strain element | ○ | ○ | ||
| Mindlin Shell element | ○ | ○ | ||
| Mindlin Plate element | ○ | ○ | ||
| user defined nonlinear Brick element | ○ | － | ||
| user defined nonlinear Plane Strain element | ○ | － | ||
| Ground Modeling Elements | Viscous damper for bottom boundary element | ○ | ○ | |
| Viscous damper element for side boundary | ○ | － | ||
| Viscous damper element for out-of-plane boundary | ○ | － | ||
| 2D side boundary element, with excavation force | ○ | ○ | ||
| 3D side boundary element, with excavation force | ○ | － | ||
| 2D joint element | ○ | ○ | ||
| Axisymmetric Elements | Axisymmetric thin shell element | ○ | ○ | |
| Axisymmetric Ring element | ○ | ○ | ||
| Axisymmetric Spring element | ○ | ○ | ||
| Axisymmetric viscous damper element | ○ | ○ | ||
| Fluid Element | 2-Dimensional | 2D Fluid element | ○ | － |
| 2D Fluid-structure interaction element | ○ | － | ||
| 2D Fluid surface element | ○ | － | ||
| 2D Buoy effect element | ○ | － | ||
| 3-Dimensional | 3D Fluid element | ○ | － | |
| 3D Fluid-structure interaction element | ○ | － | ||
| 3D Fluid surface element | ○ | － | ||
| 3D Buoy effect element | ○ | － | ||
| Axisymmetric | Axisymmetric Fluid element | ○ | － | |
| Axisymmetric Fluid-structure interaction element | ○ | － | ||
| Axisymmetric Fluid surface element | ○ | － | ||
| Axisymmetric Buoy effect element | ○ | － |
Material Nonlinear Model
○：supported －：unsupported
| Type No. | Material Nonlinear Models | Batch | Windows |
|---|---|---|---|
| 1 | Nonlinear elasticity (symmetric) | ○ | ○ |
| 2 | Nonlinear elasticity (asymmetric) | ○ | ○ |
| 4 | Nonlinear elasticity (asymmetric) | ○ | ○ |
| 10 | Bilinear | ○ | ○ |
| 11 | Trilinear | ○ | ○ |
| 12 | Origin directional bilinear | ○ | ○ |
| 13 | Maximum point directional bilinear | ○ | ○ |
| 14 | Degrading Trilinear (Muto model) | ○ | ○ |
| 21 | Slip type | ○ | ○ |
| 26 | Degrading Trilinear (Fukada model) | ○ | ○ |
| 27 | Maximum point directional bilinear (Takeda model) | ○ | ○ |
| 28 | Maximum point directional bilinear (Clough model) | ○ | ○ |
| 29 | Maximum point directional negative slope | ○ | ○ |
| 30 | Asymmetric Maximum point directional bilinear (modified Clough model) | ○ | ○ |
| 31 | Asymmetric Maximum point directional bilinear (Takeda model) | ○ | ○ |
| 32 | Asymmetric Degrading Trilinear (Eto model) | ○ | ○ |
| 33 | Asymmetric Maximum point directional | ○ | ○ |
| 34 | Asymmetric Origin directional | ○ | ○ |
| 38 | Degrading Trilinear (JR Soken model) | ○ | ○ |
| 39 | Degrading Tetralinear (Takeda model) | ○ | ○ |
| 41 | Bilinear Sliding model | ○ | ○ |
| 42 | Steel-Pier Anchor Slip model | ○ | ○ |
| 43 | Movable Support Sliding model | ○ | － |
| 47 | Degrading Trilinear (max point dependent stable loop type) | ○ | － |
| 50 | Hardin Drnevich | ○ | ○ |
| 51 | Ramberg Osgood | ○ | ○ |
| 52 | Modified GHE model | ○ | － |
| 70 | Joint model | ○ | ○ |
| 73 | τ-γ Curve model (Bilinear) | ○ | ○ |
| 74 | τ-γ Curve model (Hardin Drnevich） | ○ | ○ |
| 75 | τ-γ Curve model (Ramberg Osgood） | ○ | ○ |
| 77 | τ-γ Curve model (Modified Ramberg Osgood) | ○ | － |
| 78 | τ-γ Curve model (Modified GHE model) | ○ | － |
| 79 | Mohr-Coulomb nonlinear elasticity | ○ | － |
| 80 | Mohr-Coulomb perfect elasto-plasticity | ○ | ○ |
| 100 | Elasto-plastic beam model (for the bending and the shearing) | ○ | ○ |
| 101 | Elasto-plastic beam model (for only the bending) | ○ | ○ |
| 102 | Elasto-plastic beam model (for only the shearing) | ○ | ○ |
| 120 | Variational Axial strength bilinear | ○ | ○ |
| 121 | Variational Axial strength bilinear (modified Clough model) | ○ | ○ |
| 122 | Variational Axial strength Trilinear (modified Eto model, consider crack) | ○ | ○ |
| 123 | Variational Axial strength Trilinear (modified Eto model, neglect crack) | ○ | ○ |
| 124 | Variational Axial strength Degrading Trilinear (JR Soken model) | ○ | ○ |
| 125 | Variational Axial strength Degrading Trilinear (JR Soken model 2) | ○ | － |
| 126 | Variational Axial strength tetralinear (implemented Takeda model) | ○ | ○ |
| 128 | Variational Axial strength Trilinear | ○ | ○ |
| 141 | Wakabayashi model | ○ | ○ |
| 150 | Asymmetric bilinear | ○ | ○ |
| 151 | Simple Concrete model (bilinear, quadric) | ○ | ○ |
| 152 | Quadratic concrete model | ○ | ○ |
| 153 | Exponential concrete model | ○ | ○ |
| 156 | Reinforcing bar model (Hyperbola type) | ○ | － |
| 157 | Quadratic concrete model adding the hysteresis rule for tension | ○ | － |
| 158 | Expornential concrete model adding the hysteresis rule for tension | ○ | － |
| 160 | Asymmetric Trilinear | ○ | ○ |
| 161 | Takeda model | ○ | ○ |
| 185 | Wooden basic pattern nonlinear model | ○ | － |
| 204 | Nonlinear elasticity | ○ | ○ |
| 205 | S-ODB nonlinear elasticity model | ○ | － |
| 233 | Asymmetrical maximum point directional Trilinear | ○ | ○ |
| 234 | Asymmetrical origin directional Trilinear | ○ | ○ |
| 250 | Pressure/speed depended sliding model ( Public Works Reseach Institute Type) | ○ | － |
| 400 | Shearing Seismic isolation spring model 1 | ○ | － |
| 401 | High damping laminated rubber model | ○ | ○ |
| 402 | LRB model | ○ | ○ |
| 403 | FDR model | ○ | ○ |
| 404 | Lead-plug laminated rubber model | ○ | ○ |
| 405 | Rubber bearing model | ○ | ○ |
| 406 | Lead-plug laminated rubber bearing model | ○ | ○ |
| 407 | High damping laminated rubber bearing model | ○ | ○ |
| 408 | Velocity to α-th power nonlinear model | ○ | － |
| 409 | Lead-plug rubber bearing model ‘SpecificationForHighwayBridges 2004 in JAPAN Road Assoc.’ |
○ | － |
| 410 | ’OILES Viscous Damper’ model | ○ | － |
| 411 | Tin-Plug laminated rubber model (SWCC SHOWA DEVICE TECHNOLOGY) | ○ | － |
| 412 | High damping laminated rubber model (applicable to quintic functions) | ○ | － |
| 450 | Axial Seismic isolation spring model | ○ | － |
| 2001-2020 | User-defined nonlinear model 1 | ○ | － |
| 2101-2120 | User-defined nonlinear model 2 | ○ | － |
| 2201-2220 | User-defined nonlinear model 3 | ○ | － |
| 2301-2320 | User-defined nonlinear model 4 | ○ | － |
| 2401-2420 | User-defined nonlinear model 5 | ○ | － |
| 3001 | P-C column restoring force model | ○ | － |