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November 23, 2019 at 8:41 am
DIWAS2441
SubscriberHello everyone,Â
I wanted to do a nonlinear transient dynamic analysis on the frame. I found one good article about it which had a command snippet to apply base excitation through acceleration. I will attach the file and also images related to my problem. The code runs but the the accleration isnt applied. I checked the solution information and got this.


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November 23, 2019 at 9:47 am
Rohith Patchigolla
Ansys EmployeeHello
Have you already created the nodal component, NS_Ground, used in the D command?
Best regards Rohith -
November 24, 2019 at 12:44 am
peteroznewman
SubscriberI recommend you read this discussion if you want to apply base acceleration to a Transient Structural model.
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November 24, 2019 at 4:37 am
DIWAS2441
Subscriber @rohith, thanks the code worked.
@ peteroznewman, thanks for the reference, btw I have read this before also, you posts have been a great help to me.
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