
In direct transient analysis, how do I determine the appropriate values for ω3 and ω4?
where:
ω3 = Frequency of interest for converting over structural damping into viscous damping
ω4 = Frequency of interest for converting element damping coefficient into viscous damping
What factors should I consider when selecting these frequencies to convert structural damping to viscous damping and element damping coefficients into viscous damping?