5.2.2. Mode-Superposition Method
The mode-superposition method sums factored mode shapes (eigenvectors) from a modal analysis to
calculate the structure's response. This is the only method available in the ANSYS Professional program.
Its advantages are:
- It is faster and less expensive than the full method for many problems.
- Element loads applied in the preceding modal analysis can be applied in the transient dynamic ana-
lysis via the LVSCALE command. - It accepts modal damping (damping ratio as a function of mode number).
The disadvantages of the mode-superposition method are:
- The time step must remain constant throughout the transient, so automatic time stepping is not al-
lowed. - The only nonlinearity allowed is simple node-to-node contact (gap condition).
- It does not accept imposed (nonzero) displacements.
For procedural information about using the mode-superposition method, see Performing a Mode-Su-
perposition Transient Dynamic Analysis (p. 120).
5.3. Performing a Full Transient Dynamic Analysis
Note - Before reading this section, you are encouraged to become familiar with the concepts presented
in Structural Static Analysis (p. 9).
We will first describe how to do a transient dynamic analysis using the full method. We will then list
the steps that are different for the mode-superposition method.
The procedure for a full transient dynamic analysis (available in the ANSYS Multiphysics, ANSYS Mech-
anical, and ANSYS Structural products) consists of these steps:
- Build the Model (p. 110)
- Establish Initial Conditions (p. 110)
- Set Solution Controls (p. 113)
- Set Additional Solution Options (p. 115)
- Apply the Loads (p. 117)
- Save the Load Configuration for the Current Load Step (p. 117)
- Repeat Steps 3-6 for Each Load Step (p. 117)
- Save a Backup Copy of the Database (p. 118)
- Start the Transient Solution (p. 118)
10.Exit the Solution Processor (p. 118)
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Performing a Full Transient Dynamic Analysis