165x
004159
2024-02-08

Selecting the Mode Shapes

Go to the Selection of Modes tab next. It controls which modes are taken into account for the spectral analysis.

In the table, all 32 modes that were calculated for the modal analysis load case (LC5) are listed (see the Factors for Effective Modal Masses image). They are all activated by default. At the end of the table, you can see the overall sums of the ratios between Meff,i and ∑ M: 90.9% for fmeX and 93.5% for fmeY.

According to EN 1998-1 [1] 4.3.3.3.1(3), all modes with effective modal masses greater than 5% of the total mass must be taken into account. This implies that masses smaller than 5% may be neglected. Use the Cancel Selection of Shapes According to Criterion button to activate all modes greater than 5% and, thus, deselect minor relevant modes.

Tip

It will save calculation time when not all modes are accounted for.

As a result, you will notice that the limit of 5% ('0.05' in the box to the right of the button) gives ratios for fmeX and fmeY falling below the 90% rule. The limit must be adjusted: Enter 0.002 to reduce the limit manually.

The ratio between Meff,i and ∑ M now is 0.904 for fmeX and 0.927 for fmeY. 23 modes are sufficient for the analysis instead of 32. Some higher modes can be skipped.


References
  1. EN 1998‑1. (2013). Eurocode 8: Design of Structures for Earthquake Resistance – Part 1: General Rules, Seismic Actions and Rules for Buildings; EN 1998‑1:2004/A1:2013.