FE Model Correlation and Update > Analysis solution
Analysis solution
Before you perform the pre-test, correlation, or model update solution process, you must have a Simulation file that contains an appropriate analysis solution.
You prepare the finite element model for the structural or acoustic analysis by defining the mesh and material properties.
The following table identifies the solutions that can be used for pre-test, correlation and model update solution processes.
| Solution process | Pre-test | Correlation | Model update | ||||||
|---|---|---|---|---|---|---|---|---|---|
| Shape | FRF | ||||||||
| Solver Type / Analysis Type | Solution | Step | Reference | Work | Reference | Work | Reference | Work | |
| Simcenter Nastran/Structural or MSC Nastran/Structural | SOL 103 Real Eigenvalues | Subcase - Normal Modes | X | X | XNOTE | X | |||
| Subcase - Normal Modes, Residual Vector Loads | X | X | X | X | |||||
| Subcase - Statics | |||||||||
| SOL 200 Model UpdateNOTE | Single step only | X | X | XNOTE | X | XNOTE | |||
| SOL 107 Direct Complex Eigenvalues | Subcase - Direct Complex | X | X | ||||||
| Subcase - Statics | |||||||||
| SOL 108 Direct Frequency Response | Subcase - Direct Frequency | X | X | ||||||
| Subcase - Statics or Subcase - RandomNOTE | |||||||||
| SOL 108 Direct Frequency Response FunctionsNOTE | Single step only (FRFs) | X | |||||||
| SOL 110 Modal Complex Eigenvalues | Subcase - Modal Complex | X | X | ||||||
| Subcase - Normal Modes | X | X | X | ||||||
| Subcase - Statics | |||||||||
| SOL 111 Modal Frequency Response | Subcase - Modal Frequency | X | X | ||||||
| Subcase - Normal Modes | X | X | X | X | |||||
| Subcase - Statics or Subcase - RandomNOTE | |||||||||
| SOL 111 Modal Frequency Response FunctionsNOTE | Single step only (FRFs) | X | |||||||
| Simcenter Nastran/Acoustic | SOL 103 Real Eigenvalues | Subcase - Normal Modes | X | X | |||||
| SOL 107 Direct Complex Eigenvalues | Subcase - Direct Complex | X | X | ||||||
| SOL 108 Direct Frequency Response | Subcase - Direct Frequency | X | X | ||||||
| Subcase - Random | |||||||||
| Subcase - Random Distributed Acoustic Plane Waves | |||||||||
| Subcase - Specific Duct Modes | |||||||||
| Subcase - Distributed Duct Modes | |||||||||
| SOL 110 Modal Frequency Eigenvalues | Subcase - Modal Complex | X | X | ||||||
| Subcase - Normal Modes | X | X | |||||||
| SOL 111 Modal Frequency Response | Subcase - Modal Frequency | X | X | ||||||
| Subcase - Normal Modes | X | X | X | ||||||
| Subcase - Random | |||||||||
| Subcase - Random Distributed Acoustic Plane Waves | |||||||||
| Simcenter Samcef | Modal Analysis | Single step only | X | X | X | X | |||
| Linear Harmonic response | Frequency Steps | X | X | ||||||
| Initial Frequency | |||||||||
| ANSYS/Structural | Modal | Single step only | X | X | X | X | |||
| Harmonic - Full MethodNOTE | Single step only | ||||||||
| Harmonic - Mode SuperpositionNOTE | Modal Loads | ||||||||
| Harmonic Modal Superposition | |||||||||
| Abaqus/Structural | General AnalysisNOTE | Frequency Perturbation | X | X | X | X | |||
| Steady State Modal Dynamic | X | X | |||||||
| Others |
Analysis solution with a reduced mass matrix
The structural modal correlation and model update solution processes can compute cross-orthogonality matrix if there is a reduced mass matrix in the .op2 file of the work solution.
For more information, see Create an analysis solution containing the reduced mass matrix.
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Analysis solution, Simcenter 3D 2021.1 Series
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The analysis solution can contain a reduced mass matrix.
A SOL 200 license is not required but to run a MSC Nastran SOL 200 Model Update Solution, an MSC Nastran DMAP license is required.
The analysis solution can contain a reduced mass matrix.
The analysis solution can contain a reduced mass matrix.
Only supportd in the Simcenter Nastran solver.
In the
Degrees of Freedom
group of the
Unit Force
dialog box, check all translational degrees of freedom to allow transformation of the work FRFs from the work coordinate system to the reference coordinate system. The work and reference FRFs require consistent measure types (acceleration, velocity, or displacement).
Only supportd in the Simcenter Nastran solver.
In the
Degrees of Freedom
group of the
Unit Force
dialog box, check all translational degrees of freedom to allow transformation of the work FRFs from the work coordinate system to the reference coordinate system. The work and reference FRFs require consistent measure types (acceleration, velocity, or displacement).
Not supported by Simcenter 3D Pre/Post.
Not supported by Simcenter 3D Pre/Post.
The solution must have a
Frequency Perturbation
step.
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Source: https://docs.sw.siemens.com/en-US/doc/289054037/PL20200601120302950.advanced/id935619 · retrieved 2026-07-17