Vibration Mode Shape Table

Arrange the results of a free vibration analysis of the model (Natural periods of vibration, participating masses by vibration modes, etc.). Check Eigen vectors in a spreadsheet format table.

Modal Direction Factor, Modal Participation Factor and Participation Vector have been added to the output so as to check various eigenvalue analysis results in a table.

Check the mode shape normalized to unity (maximum eigenvector = 1).

Table Tool in midas Civil offers a variety of powerful built-in functions. Refer to Usage of Table Tool for detail directions:

From the Main Menu select Results > Result Tables > Vibration Mode Shape.

Refer to "Vibration Mode Shape"

Upon executing the Vibration Mode Shape Table function, Records Activation Dialog prompts. Click after selecting the output entities such as nodes or elements, loading conditions, construction stages, etc.

Note
Refer to Results Table of "Usage of Table Tool" for the usage of Records Activation Dialog.
 

Check the natural periods of vibration and the participating masses by vibration modes from the summary table of the Eigenvalue analysis results shown in the figure.

Reselect 'Active by Eigenmode...' in Context Menu and assign the desired mode to check the natural vibration mode vectors.

Modal Participation Masses: Mass participation by modes

Modal Participation Factor

Modal Direction Factor: Modal effective mass ratio (Participation ratios by degrees of freedom on the basis of participation ratio of each mode being set at 100%)

Reselect 'Active by Eigenmode...' in Context Menu and assign the desired mode to check the natural vibration mode vectors.

Eigenvector: for each degree of freedom

Note  

Display eigenvectors in the unit consistent with the input mass unit.

Participation Vector: Eigenvector for each degree of freedom × Modal Participation Factor

Select ' Normalize by Max. Displ.' in Context Menu and assign the desired mode to check the mode shape normalized to unity.

Normalize by Max. Displ.: Display the Mode Shape normalized to unity (maximum eigenvector = 1).

Note 1
In the old version, the Mode Shape was normalized to mass using the program's internal units, N & m. In V720, the Mode Shape is normalized to mass using units consistent with the input data.
( , :Mode Shape Vector,  :Mass in the Input Unit)

Note 2
Applicable to both Lumped Mass and Consistent Mass