|
|
Karamba.Algorithms Namespace |
[Missing <summary> documentation for "N:Karamba.Algorithms"]
| Class | Description | |
|---|---|---|
| AnalyzeThI |
Calculates a models deformation state under the assumption of small deflections.
| |
| AnalyzeThI_new |
Calculates a models deformation state under the assumption of small deflections.
| |
| AnalyzeThII |
Calculates a models deformation state under the assumption of small deflections.
| |
| BESOBeam |
Does ESO/BESO optimization on beam and truss structures.
| |
| BESOShell |
Handles the bi-directional evolutionary optimization (BESO) of shell elements.
| |
| BESOShell_Algorithm |
Methods for performing BESO for shells.
| |
| Buckling |
Calculates buckling-modes.
| |
| CroSecFamilies |
A family of cross sections for use in cross section design.
| |
| CSOptiBeam |
cross section optimization beam element.
| |
| CSOptiElement |
cross section optimization element.
| |
| CSOptiElements |
cross section optimization elements.
| |
| CSOptiShell |
cross section optimization shell element.
| |
| EigenModes |
Calculates eigen-modes.
| |
| ElementsGroupedByClass |
group of elements with uniform cross section during optimization.
| |
| LargeDeform |
Analyzes a model under the assumption of large deformations.
| |
| NaturalVibes |
Computes a models natural frequencies, modal masses and participation factors.
| |
| NonlinAnalyze_ArcLength |
Analyzes a model under the assumption of large deformations.
| |
| NonlinAnalyze_DynamicRelax |
Analyzes a model under the assumption of large deformations.
| |
| NonlinAnalyze_NewtonRaph |
Analyzes a model under the assumption of large deformations.
| |
| OptiCroSecEC3 |
Optimizes the cross section of beams and shells with respect to
the materials strength and maximum deflection
EN 1993-1-1 is used for dimensioning the beam and truss cross sections.
| |
| OptiReinf |
Optimizes the cross section of beams and shells with respect to
the materials strength and maximum deflection
EN 1993-1-1 is used for dimensioning the beam and truss cross sections.
| |
| RCOptiElement |
element selected for reinforcement optimization.
| |
| RCOptiElements |
group of elements selected for reinforcement design.
| |
| RCOptiShell |
shell element selected for reinforcement optimization.
| |
| TenComEliminator |
Iteratively removes beam elements which are under tension or compression.
|
| Enumeration | Description | |
|---|---|---|
| EigenShapesScalingType |
Types of scaling for the displacement vectors of eigen-modes.
|