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Seismic analysis using Tekla Structural Designer

Thread starter civilsub911
Start date Jan 7, 2025

Status: Not open for further replies.

Jan 7, 2025

civilsub911

Structural

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.