Search found 3 matches

by MatiasS
Wed Oct 21, 2020 7:30 pm
Forum: OpenSees.exe Users
Topic: How to model the post-bending resistance of a brace using steel02 in an SCBF?
Replies: 3
Views: 470

Re: How to model the post-bending resistance of a brace using steel02 in an SCBF?

With the residual post-buckling compressive strength. The AISC341-16 establishes it as 30% of the initial compressive strength
by MatiasS
Wed Oct 21, 2020 12:43 pm
Forum: OpenSees.exe Users
Topic: How to model the post-bending resistance of a brace using steel02 in an SCBF?
Replies: 3
Views: 470

How to model the post-bending resistance of a brace using steel02 in an SCBF?

Hello, I am making a SCBF model based on the example of Vesna, but I have the following question: How can I obtain or how do I have to model the brace to obtain the typical bracing hysteresis with its respective post-bending resistance? When I plot the force-displacement curve (using the same regist...
by MatiasS
Tue Oct 20, 2020 8:17 pm
Forum: Framework
Topic: buckling
Replies: 20
Views: 8687

Re: buckling

Dear moshref
can you send your TCL brace buckling code to my email? (matias.saavedra93@gmail.com)

Thank you very much