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Lumped Plasticity hinge stiffness

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aladdin76

Civil/Environmental
Dec 10, 2005
25
Hi all

For lumped plasticity model of a column or a beam the plastic hinge stiffness is 6EI/L (assuming double curvature).
My question is how to derive this equation? and what is the stiffness for a singe curvature (cantilever)?

Thanks
 
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for single curvatue, it is 12EI/L

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