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In SCIA Engineer, the calculation protocol of eigen frequencies displays a table of so-called relative modal masses. Those give information about the participation of each mode in GCS directions X, Y and Z when seismic action is applied to the structure. Similar values are provided for rotational components, i.e. relative modal mass inertia values around GCS axes.
Relative modal masses and inertias are not the same as modal masses.
Modal masses, aka generalized modal masses, are related to the overall kinetic energy of each mode. They depend on the chosen normalization method, but not on the direction.
where
is the generalized modal mass for the i-th mode
is the i-th mode shape vector
is the mass matrix of the structure
In SCIA Engineer, the normalization of each mode shape φi is defined in such a way, that the generalized modal mass is equal to 1:
Relative modal masses are direction dependent. They reflect the contribution of each mode to the base shear of the structure in a given direction. They are not dependent on the normalization.
where
is the direction vector of the considered seismic action; it has the same number of values as mode shape vectors; each value is 1 in the considered direction k and 0 in other directions
is the modal participation factor of the i-th mode in direction k; thanks to the normalization used in SCIA Engineer, the formula can be simplified as shown
is the seismic modal mass of the i-th mode in direction k; again, thanks to the normalization used in SCIA Engineer, the formula can be simplified as shown
is the total moving mass of the structure in direction k (displayed in the calculation protocol as sum of masses - moving mass)
is the relative modal mass of the i-th mode in direction k, as displayed in the table of relative modal masses in the calculation protocol of eigen values