Semi-rigid connections

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rajaeian
Posts: 5
Joined: Fri Nov 21, 2014 7:45 am
Location: islamic azad university of najafabad-iran

Semi-rigid connections

Post by rajaeian » Wed Dec 02, 2015 9:46 pm

Hi all.
I want to convert "Kishi and Chen'' power model of semi rigid connection which is obtained Rki(initial connection stiffness), Mu(ultimate moment capacity) and n(shape parameter) to something useful for modeling semi-rigid connection in OS.
I need Fy,E and B to modify material steel01.
regards.
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