Sep 13, 2001 #1 UNIPERU Civil/Environmental Sep 9, 2001 2 May I use frame elementes with end offset for modeling shear walls?
Sep 13, 2001 #2 ishvaaag Structural Aug 17, 2001 3,665 My opinion is that yes, you can. If the shearwalls form a core then you may need to model directly rigid links as an alternative (out of the more complicate relationship to the center of gravity of the core line element. Upvote 0 Downvote
My opinion is that yes, you can. If the shearwalls form a core then you may need to model directly rigid links as an alternative (out of the more complicate relationship to the center of gravity of the core line element.
