Obtaining the "Dynamic seismic loading" report
The report with the results of the "Dynamic seismic loading" calculation is obtained using the specific option available in the "Stress / Strain" group on the top toolbar, under the "Analysis" tab (within the "Structure" tab).
"Dynamic seismic loading" report
This report first displays the "Earthquake general data".
It then includes the definition of the "Elastic acceleration spectrum", the "Design spectrum in X", and the "Design spectrum in Y", indicating in each case the value of the "Participation coefficient" as a function of the "Period".
Next, a table is shown with the "Participation coefficients" and the "Percentage of mass displaced in each mode in each direction of the analysis" for each "Mode" of vibration.
The "Total" percentage of displaced mass should be a high and significant value, exceeding the minimum required percentage of displaced mass.
Finally, a "Representation of the modal periods" is shown over each design spectrum.
