shear frame

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

Post Reply
sajad.gh
Posts: 16
Joined: Sun May 30, 2010 2:54 am
Location: UK.I

shear frame

Post by sajad.gh »

Dear
please;


I would model a 2D shear building. How can I model this? Do I use [rigidLink beam] or [equalDof] or [I(beam)*I(beam)] or...?

Thanks
vesna
Posts: 3033
Joined: Tue May 23, 2006 11:23 am
Location: UC Berkeley

Post by vesna »

To model 2D shear frame you can use either of the three options you suggested. If you use [rigidLink beam], fix rotations at master nodes and for constraint handler use Transformation (this is what makes your beam rigid).
Post Reply