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Seismic analysis using Tekla Structural Designer

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civilsub911

civilsub911

Structural
Joined
Dec 2, 2023
Messages
1
Location
IN
I need assistance with the Tekla Structural Designer whenever i do seismic analysis using smrf all the columns in my model fail and the failure is always in seismic>shear links> joint shear in one or both directions no matter how much i modify my members there is always this failure what is reason for this Kindly help if anyone has an idea.
 
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