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Posted: Fri Nov 22, 2019 6:17 am
Does STKO support transient analysis under earthquake?
How to do it? What is the process? Any vedio geted not on the Youtube?
Re: transient analysis
Posted: Fri Nov 22, 2019 9:53 am
At this dropbox links you will find 2 simple examples of a column under ground motion. An example uses uniform excitation, while the other uses an imposed ground motion with multi support excitation.
Note for uniform excitation
: The responses obtained from the nodes for this type of excitation are RELATIVE values, and not the absolute values obtained from a multi-support case.