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