Hello,
I am modeling a joint in precast concrete shear walls. I have to use several link elements in order to obtain corect joint behavior. The problem is that joint's shear capacity depends on the applied vertical load - or the presence of friction is critical in that joints.
What are your plans in making link element for simple friction - dependend directions of link element?
Can I model the friction in any way in the current version of Seismostruct.
Best regards, Radoslav Orlinov, UACEG - Sofia
Friction
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seismosoft
- Posts: 1316
- Joined: 06 Jul 2007, 04:55
Re: Friction
Dear Radoslav Orlinov,
A link element with coupled degrees-of-freedom does feature in our future implementations list, but current resources do not allow its introduction in the immediate future, most regrettably.
Seismosoft Support
A link element with coupled degrees-of-freedom does feature in our future implementations list, but current resources do not allow its introduction in the immediate future, most regrettably.
Seismosoft Support