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Recent content by Utve
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Modified Stiffness for seismic?
Ductility has been assumed to get the seismic input. However, in my model for analysis, can I not change the stiffness of all the columns and walls and design to these original stiffness as well? I find this approach might not be conservative for some walls because let's say I have wall A and...- Utve
- Thread
- Replies: 3
- Forum: Structural engineering general discussion
