Arturo79
Guest
Hello everyone, I have a question to ask you.
I tried to do transient analysis using the full method and I have problems in assigning the depreciation value.
I saw on the help that there are various ways to do it, betad, dmprat, damp etc..
usually which is more convenient to use to model the structural damping coefficient?
I did a simple test with a spring mass system and stepped in but the dmprat command does not work.
thanks for any answers.
I tried to do transient analysis using the full method and I have problems in assigning the depreciation value.
I saw on the help that there are various ways to do it, betad, dmprat, damp etc..
usually which is more convenient to use to model the structural damping coefficient?
I did a simple test with a spring mass system and stepped in but the dmprat command does not work.
thanks for any answers.