Component method (Eurocode 3, Moment-rotation)

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emora
Posts: 7
Joined: Tue Mar 12, 2013 3:13 pm
Location: UAM Azcapotzalco

Component method (Eurocode 3, Moment-rotation)

Post by emora »

Dear all:

I’m starting my theses work, the subject is “Seismic behavior of semi-rigid frames” and I will be using OpenSees, I'm struggling so much trying to model semi-rigid connections, specifically an end plate in detail (bolts, flange in tension, web in shear and so on). I want to model an experiment and get the moment-rotation curve. Has someone done it before?

Thanks!
Last edited by emora on Tue Sep 03, 2013 3:57 pm, edited 1 time in total.
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emora
Posts: 7
Joined: Tue Mar 12, 2013 3:13 pm
Location: UAM Azcapotzalco

Re: Component method (Eurocode 3, Moment-rotation)

Post by emora »

I have just seen how to model the panel zone, but nothing about the connection.
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