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ETABS Wall Modelling for ASCE 41-17 Plastic Hinge Assignment

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Rendradi

Rendradi

Structural
Aug 15, 2024
4
Modelling ASCE 41-17 based nonlinear moment frame structure incorporating 5 meter wide shear wall in ETABS, but shear wall plastic hinge only available in frame assignment. Do I need to model the wall as frame? If so, should I use single wide column or multiple slender column?
Screenshot_2024-09-04_125127_tmb4e1.png

Yellow is shear and core wall
 
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