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NON LINEAR ANALYSIS SAP2000

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dorida

Structural
May 22, 2019
1
I'm trying to model a high rise building with tuned mass damper attached on top. Can someone explain how to make link elements to counteract with the earthquake direction? whatever i used i just can't seem to get it.
Plus, when i create video of time history analysis, my model seems to behave strangely. it's seems it goes somewhere to infinity. could someone please explain if he had similar situation going on.
Thank you in advance.
 
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