Search found 7 matches

by emora
Wed Feb 19, 2014 3:09 pm
Forum: OpenSees.exe Users
Topic: Displacement history
Replies: 1
Views: 1758

Displacement history

Hi! I'm trying to record the cyclic displacement that I'm applying to an structure but I don't know how to do it. I'm looking for something like this:
http://opensees.berkeley.edu/wiki/image ... ample2.jpg

Thanks
by emora
Tue Sep 03, 2013 3:54 pm
Forum: OpenSees.exe Users
Topic: Component method (Eurocode 3, Moment-rotation)
Replies: 1
Views: 2466

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

I have just seen how to model the panel zone, but nothing about the connection.
by emora
Tue Aug 27, 2013 5:48 pm
Forum: Useful Scripts.
Topic: Moment curvature
Replies: 2
Views: 17565

Re: Moment curvature

Hi
Now it's me who has the same problem. Has anyone had success? It would be nice if someone shared an example.
Regards
by emora
Sat Aug 10, 2013 9:45 am
Forum: OpenSees.exe Users
Topic: Semi Rigid Connections
Replies: 2
Views: 2592

Re: Semi Rigid Connections

Hey! Did you succeed modeling Semi-rigid connections? I'm trying to get the moment-rotation curve of a connection but I have no idea of how to do it.

Regards
by emora
Sat Aug 10, 2013 9:33 am
Forum: OpenSees.exe Users
Topic: Partially Restrained Connection
Replies: 2
Views: 2676

Re: Partially Restrained Connection

Hey xreza1985! Did you succeed modeling PR Connections? I'm trying to get the moment-rotation curve of a connection but I have no idea of how to do it.
Regards
by emora
Mon Aug 05, 2013 5:27 pm
Forum: OpenSees.exe Users
Topic: Semi-rigid connection (moment-rotation curve)
Replies: 0
Views: 1429

Semi-rigid connection (moment-rotation curve)

Dear all
I’m trying to model an extended-end-plate to get its moment-rotation curve. I’m a beginner on this and I’m struggling because I haven’t done it before. Does anyone have a clue where should I start? I mean, have you ever done something similar before?
Thanks
Kind regards
by emora
Sat Jun 08, 2013 10:02 am
Forum: OpenSees.exe Users
Topic: Component method (Eurocode 3, Moment-rotation)
Replies: 1
Views: 2466

Component method (Eurocode 3, Moment-rotation)

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 experi...