Dear all,
how can I model a semi rigid connection with Rki=31 Kn.m/rad , Mu=142 Kn.m , n=0.98 , in OpenSees?
Regards.
Search found 5 matches
- Wed Dec 09, 2015 10:51 pm
- Forum: OpenSees.exe Users
- Topic: Steel Connections
- Replies: 0
- Views: 2179
- Wed Dec 02, 2015 9:56 pm
- Forum: OpenSees.exe Users
- Topic: Properly Capturing Euler Buckling Load in OpenSEEs
- Replies: 13
- Views: 10854
Re: Properly Capturing Euler Buckling Load in OpenSEEs
dear all,
how can I impose initial out of straightness effect to a column?
regards.
how can I impose initial out of straightness effect to a column?
regards.
- Wed Dec 02, 2015 9:46 pm
- Forum: Framework
- Topic: Semi-rigid connections
- Replies: 0
- Views: 2898
Semi-rigid connections
Hi all. I want to convert "Kishi and Chen'' power model of semi rigid connection which is obtained Rki(initial connection stiffness), Mu(ultimate moment capacity) and n(shape parameter) to something useful for modeling semi-rigid connection in OS. I need Fy,E and B to modify material steel01. r...
- Wed Dec 02, 2015 9:43 pm
- Forum: Framework
- Topic: Initial out of straightness
- Replies: 1
- Views: 2744
Initial out of straightness
dear all,
I,m working on a simple steel frame which the columns have initial out of straightness. i want to know if there is any way to enter this parameter to my frame.
regards.
I,m working on a simple steel frame which the columns have initial out of straightness. i want to know if there is any way to enter this parameter to my frame.
regards.
- Mon Nov 30, 2015 10:46 pm
- Forum: Framework
- Topic: Moment-Rotation Curve
- Replies: 5
- Views: 8079
Re: Moment-Rotation Curve
Hi all. I want to convert "Kishi and Chen'' power model of semi rigid connection which is obtained Rki(initial connection stiffness), Mu(ultimate moment capacity) and n(shape parameter) to something useful for modeling semi-rigid connection in OS. I need Fy,E and B to modify material steel01. r...