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2024-01-16

Selection of modes

In the Selection of Shapes tab, you can specify which mode shapes are relevant for the response spectrum analysis of the selected load case. Because the analysis is based on a multimodal response spectrum method, you can select as many shapes as are required for the design.

Info

The add-on 'response spectrum method' requires a modal analysis . You specify the number of eigenmodes to be determined in the modal analysis settings .

Info

If there are no results of the modal analysis, the table is empty. You can then use the Calculating Mode Shapes button to determine the shapes without leaving the dialog tab.

Mode Activation

In the table 'form activation' are the eigenperiods T with the corresponding accelerations Sa of the response spectrum and # extbookmark manual|effectiveModalmassFactor|Listed effective modal mass factors # fme that exist in the X, Y, and Z directions. The response spectrum of the selected table row is shown in the section below as a diagram. The information in the table and in the diagram are preset in relation to the natural period (button Diagram, Natural Period in the diagram).

In the table, select the mode shapes to be used for the response spectrum analysis. All shapes are preset Check Box Activated . You can define your selection manually by activating or deactivating the check box of a mode shape.

The buttons below the table facilitate the selection of the mode shapes. The buttons have the following functions:

Button Function
Selecting All Selects all eigenmodes
Deselect All Modes Deactivates all mode shapes
Cancel Selection of Shapes According to Criterion Deactivates all mode shapes with an effective modal mass factor less than the value you can specify in the field on the right

Tip

At the end of the table, the sum of the effective modal mass factors fme is given. For example, EN 1998-1 Refer [1 ] 4.3.3.3.1 specifies that the sum of the effective modal masses of the modal contributions to be considered should reach at least 90% of the total mass of the structure or that all modal contributions whose effective modal masses are more than 5% of the total mass must be taken into account.

In the chapter # extbookmark manual|effectiveModalmasses|Natural Frequencies # see more information on how to determine the effective modal mass factors.

Graph

The lower section shows the response spectrum as a diagram. If you select a table row, the associated values are displayed on the graph. In this way, you can quickly check in which area of the response spectrum the eigenmode lies.

To switch between the diagrams of the directions of excitation in X, Y and Z, use # extbookmark manual as in the chapter|diagramResponseSpectra|Response spectrum # describes the buttons to the right of the graphic.

With the button Diagram, Natural Frequency you can switch the diagram to the representation of the natural frequencies f (see chapter # extbookmark manual|frequency|Response spectrum #). This also affects the table.

The values Sa in the table and in the diagram are marked with the # extbookmark manual|diagramScaleFactor|Scaling factor # afflicted, which is entered in the register 'response spectrum' for each excitation direction. If the response spectrum is rotated by an angle α, the directions X and Y given in the table 'Shape activation' denote the corresponding rotated local directions.

Attenuation with CQC combination rule

For the CQC rule, Lehr's damping values Di are required, which can be defined identically (constant) or differently for each eigenmode of the model. If you have specified in the Spectral Analysis Settings that the attenuation values 'are different for each shape ', then these must be specified separately in the' Attenuation ' column.


References
  1. Eurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 1: Grundlagen, Erdbebeneinwirkungen und Regeln für Hochbauten; EN 1998-1:2004/A1:2013