Search found 11 matches
- Fri Jan 05, 2018 2:32 pm
- Forum: OpenSees.exe Users
- Topic: Fatigue Material Recorder
- Replies: 1
- Views: 2529
Fatigue Material Recorder
Hi dear all, I am using the following command to record the fatigue damage: recorder Element -file $dataDir/Damage.out -time -ele 22 section 1 fiber [expr $coverSecC-$y1C] [expr $z1C-$coverSecC] $IDfatigue damage; My problem is that, while the whole frame is severely damaged after IDA, the recorded ...
- Thu Dec 07, 2017 8:58 am
- Forum: OpenSees.exe Users
- Topic: Cyclic Force Control loading
- Replies: 4
- Views: 4046
Re: Cyclic Force Control loading
fmk wrote: > create 2 load patterns, in 1 place the gravity load, in the other the > lateral loads. The time series for the first is constant, for the second it > would be a path. In imposed displacements you specified the single point > constraint in the second load pattern, for imposed force repla...
- Sat Nov 18, 2017 7:56 am
- Forum: OpenSees.exe Users
- Topic: Cyclic Force Control loading
- Replies: 4
- Views: 4046
Cyclic Force Control loading
Hi, I need to perform cyclic force control loading before cyclic displacement control loading. The displacement control part is OK, but I don't know how should do force control part. The forces I want to apply are a gravity load which is 100 KN and cyclic horizontal loading ( on the same node which ...
- Sat Jun 17, 2017 1:44 pm
- Forum: OpenSees.exe Users
- Topic: Depth of Compression Zone
- Replies: 1
- Views: 2201
Depth of Compression Zone
Hi,
I need to calculate distance between the bar and neutral axis ( d-x) in a RC column.
How can I calculate Depth of compression zone? Which recorders I need to use?
Thanks.
I need to calculate distance between the bar and neutral axis ( d-x) in a RC column.
How can I calculate Depth of compression zone? Which recorders I need to use?
Thanks.
- Sat May 27, 2017 10:18 am
- Forum: OpenSees.exe Users
- Topic: Moment Rotation-Zero length Section Element
- Replies: 1
- Views: 2500
Moment Rotation-Zero length Section Element
Hello,
I have used a zero length section element at the base of a RC column and need to record its Moment-Rotation behavior. I have used a section deformation and force recorder for it.
Could anybody let me know how should I use the recorded data to get M-Theta?
Thanks.
I have used a zero length section element at the base of a RC column and need to record its Moment-Rotation behavior. I have used a section deformation and force recorder for it.
Could anybody let me know how should I use the recorded data to get M-Theta?
Thanks.
- Sat May 27, 2017 10:07 am
- Forum: OpenSees.exe Users
- Topic: Deformation Recorder of a Zero Length Section element
- Replies: 1
- Views: 2401
Deformation Recorder of a Zero Length Section element
Hi, Could any one help me know what is the output format of section deformation recorder in a zero length section element? I know that in case of force beam-column element, its second and third columns are axial strain and curvature, respectively. However I do not know exactly what are the correspon...
- Thu Mar 16, 2017 2:16 am
- Forum: OpenSees.exe Users
- Topic: Moment Rotation
- Replies: 1
- Views: 2222
Moment Rotation
Hi,
I want to record end rotation of a RC column. I have used a zero length section element at the base of the column.
I know that we can record Moment-Curvature directly, but I don't know how to record moment-rotation directly.
Can any one help me to sort this problem out?
Many thanks.
I want to record end rotation of a RC column. I have used a zero length section element at the base of the column.
I know that we can record Moment-Curvature directly, but I don't know how to record moment-rotation directly.
Can any one help me to sort this problem out?
Many thanks.
- Tue Feb 21, 2017 12:40 am
- Forum: OpenSees.exe Users
- Topic: Pinching 4 Material
- Replies: 1
- Views: 2771
Pinching 4 Material
Hi every one,
I need to use pinching4 material to model RC beam-column joint behaviour, but the problem is that this material includes many parameters needs to be define. Could any one help me to know how should I define this parameters?
Is there any manual for it?
Many thanks,
Ebrahim
I need to use pinching4 material to model RC beam-column joint behaviour, but the problem is that this material includes many parameters needs to be define. Could any one help me to know how should I define this parameters?
Is there any manual for it?
Many thanks,
Ebrahim
- Mon Feb 20, 2017 9:41 am
- Forum: OpenSees.exe Users
- Topic: Modelling RC Beam-Colum joint
- Replies: 0
- Views: 2098
Modelling RC Beam-Colum joint
Hi dear all,
I am modelling a RC frame and I want to model RC beam-column joint using Altoontash and Lowes (2003) model with pinching 4 material.
Could any one help me? I would be very thankful if anyone could send me an example tcl code to see how should I model it.
Many thanks,
Ebrahim
I am modelling a RC frame and I want to model RC beam-column joint using Altoontash and Lowes (2003) model with pinching 4 material.
Could any one help me? I would be very thankful if anyone could send me an example tcl code to see how should I model it.
Many thanks,
Ebrahim
- Fri Dec 30, 2016 4:43 am
- Forum: OpenSees.exe Users
- Topic: OpenSees on Linux "OpenSuse"
- Replies: 2
- Views: 3317
Re: OpenSees on Linux "OpenSuse"
Dear Mr/Mrs assimi,
If you have any experience with OpenSees on linux machines ( or if you know somebody that have been installed OpenSees on Linux), I would be thankful if you can be in touch with me.
My gmail is: ebaf65@gmail.com.
If you have any experience with OpenSees on linux machines ( or if you know somebody that have been installed OpenSees on Linux), I would be thankful if you can be in touch with me.
My gmail is: ebaf65@gmail.com.
- Wed Dec 28, 2016 2:13 pm
- Forum: OpenSees.exe Users
- Topic: OpenSees on Linux "OpenSuse"
- Replies: 2
- Views: 3317
OpenSees on Linux "OpenSuse"
Dear all, I extremely need to install OpenSees 2.4.6 on Linux "OpenSuse" 64 bit and run it by Matlab. Unfortunately I have not any experience with Linux. I have read other posts related to this topic but I think they are not useful for beginners. I need to step by step instructions to run ...