Hi, Andrewfirst
I have a problem like you. The OpenSees got a very large displacement result from timehistory analysis (very small EQ) .
How did you solve your problem?
Search found 3 matches
- Mon Sep 07, 2009 9:12 am
- Forum: OpenSees.exe Users
- Topic: Very large displacement result of timehistory analysis
- Replies: 15
- Views: 10798
- Sun Aug 23, 2009 8:44 am
- Forum: OpenSees.exe Users
- Topic: Peak-Orinted
- Replies: 13
- Views: 16219
Re: Yes
Hi, zvidrih
Do you know which element did they use for the hysteretic material in the report?
Thank you
Trirat
Do you know which element did they use for the hysteretic material in the report?
Thank you
Trirat
- Thu Aug 13, 2009 7:34 am
- Forum: Framework
- Topic: beam-column element model by Ibarra
- Replies: 0
- Views: 2063
beam-column element model by Ibarra
Hi, all
I want to know
what's the class of the beam-column element model developed by Ibarra, Medina and Krawinkler (2005) and implemented in Opensees by altoontash (2004).
thank you
I want to know
what's the class of the beam-column element model developed by Ibarra, Medina and Krawinkler (2005) and implemented in Opensees by altoontash (2004).
thank you