Uniform Base Excitation
The Uniform Base Excitation
PropertyManager applies uniform excitations to all locations that are
restrained in the specified directions for linear and nonlinear dynamic
studies. The excitations you can apply depend on the type of the study:
For modal time history studies, you can define
displacement, velocity, or acceleration uniform base excitations as functions
of time.
For harmonic studies, you can define displacement,
velocity, or acceleration uniform base excitations as functions of frequency.
For random vibration studies, you can define displacement,
velocity, or acceleration uniform base excitations in the global directions
as functions of frequency.
For nonlinear dynamic studies, you can apply acceleration
uniform base excitations in the global directions as functions of time.
When you define a uniform base excitation,
you can request the evaluation of relative or absolute displacements and
velocities. Relative response quantities are relative to the base response.
For accelerations, only absolute values are evaluated.
To apply uniform
base motion for a modal time history study:
To
apply uniform base motion for a harmonic study:
To
apply uniform base motion for a random vibration study:
To apply uniform
base motion for a nonlinear dynamic study: