Search found 12 matches
- Mon Jan 08, 2007 1:56 pm
- Forum: OpenSees.exe Users
- Topic: question about parameters of hysteretic material
- Replies: 2
- Views: 3378
question about parameters of hysteretic material
Hi... I also have some question about parameters of hysteretic material. I found another question related with this topic in this post, but i can't find answer and any other solution. In the hysteretic model, the damage parameters related with ductility and hysteretic energy, but how can I deside th...
- Sat Jan 06, 2007 11:16 am
- Forum: OpenSees.exe Users
- Topic: How can I draw stress strain curve of Hysteretic material?
- Replies: 3
- Views: 4085
sorry... it's not e3p, it's s3p...
Thanks... I meant strength degradation... I just used hysteric material like below... 2 tcl files are in the manual. In " RCyclicPinch.tcl" for drawing stress-strain curve, ---------------------------------------- source procRCycDAns.tcl .... uniaxialMaterial Hysteretic 1 4326.0 0.006995 4...
- Fri Jan 05, 2007 4:42 pm
- Forum: OpenSees.exe Users
- Topic: How can I draw stress strain curve of Hysteretic material?
- Replies: 3
- Views: 4085
How can I draw stress strain curve of Hysteretic material?
Hi... happy new year... I just try to use uniaxialMaterial Hysteretic... For the stress strain curve, I used "procRCycDAns.tcl" script which is included in manual. If backbone curve has only hardening, there is no problem. But, if it has softening, namely, e3p<e2p, it makes an error. This ...
- Tue Nov 07, 2006 4:09 pm
- Forum: OpenSees.exe Users
- Topic: Isn't there any ways to set up parameters for pinching4?
- Replies: 1
- Views: 2485
Isn't there any ways to set up parameters for pinching4?
Hello From a few months ago, I am trying to find way to decide parameters for pinching4 model. But I can't find any good ways... ^^ So in my research, I just assumed several values for pinching4. But reviewers ask how realistic these values are. Even though I sent email to researhers of UW, I can't ...
- Fri Oct 06, 2006 9:12 pm
- Forum: OpenSees.exe Users
- Topic: Is it possible to apply for wind buffeting?
- Replies: 0
- Views: 2212
Is it possible to apply for wind buffeting?
Hi...
Is there somone who has an experience for wind buffeting analysis?
Give me some idea....
Thanks....
Is there somone who has an experience for wind buffeting analysis?
Give me some idea....
Thanks....
- Fri Aug 18, 2006 10:16 pm
- Forum: OpenSees.exe Users
- Topic: to get plastic hinge rotation...
- Replies: 1
- Views: 2513
to get plastic hinge rotation...
Hi. everyone... To get plastic hinge rotation at the end of a concrete column, I just used a zerolength element with specified moment-rotation relationship. Is it possible to use beamWithHinges element to get the rotation level of plastic hinge ? If someone has an example about beamwithhinges elemen...
- Thu Jul 13, 2006 10:34 pm
- Forum: OpenSees.exe Users
- Topic: Caisson Quay Wall & backfill soil modeling...
- Replies: 1
- Views: 2373
Caisson Quay Wall & backfill soil modeling...
Hi... I'm trying to model the behaivor of the Caisson type Quay wall with backfill soil. So, I used PressureDependent and IndependentMultiyield material. But, when I updated material stage from elastic to plastic, computer runs for more than 2 days... not stop... Are there someone what is problom ? ...
- Thu Apr 20, 2006 8:32 am
- Forum: OpenSees.exe Users
- Topic: question about PressureDependMultiyield material...
- Replies: 1
- Views: 2813
question about PressureDependMultiyield material...
Hi... everyone...
For the modeling of the soil-structure interaction,
I am looking for an example using the PressureDependMulityield or
PressureIndependMultiyield material ?
Please give me some advice... or some input source...
Thanks...
For the modeling of the soil-structure interaction,
I am looking for an example using the PressureDependMulityield or
PressureIndependMultiyield material ?
Please give me some advice... or some input source...
Thanks...
- Thu Apr 20, 2006 8:25 am
- Forum: OpenSees.exe Users
- Topic: question about eigen value...
- Replies: 2
- Views: 3463
thank you...
Thanks... silvia...
I checked my source. Like your advice, even though I put the "eigen" command before and after the "analyze" command, I just checked the latter one.
Thanks again...
I checked my source. Like your advice, even though I put the "eigen" command before and after the "analyze" command, I just checked the latter one.
Thanks again...
- Wed Apr 19, 2006 8:44 pm
- Forum: OpenSees.exe Users
- Topic: question about eigen value...
- Replies: 2
- Views: 3463
question about eigen value...
Hi... For the time history analysis of bridge, I tested several cases for the zerolengthelement. so I used the rotSpring2D.tcl. In two cases, I got a different eigen values... Is it right? or I have some modeling errors ? _________________________________ case 1) M-rotation relation : bilinear set f...
- Wed Apr 19, 2006 5:54 am
- Forum: OpenSees.exe Users
- Topic: can I konw other reference for Pinch model?
- Replies: 3
- Views: 3808
Thank you...
:D Is this early in the morning? before 7:00... Thank you very much... One more question... Below the board, someone asked about fractors for simulation of hardening, stiffness degradation. So you answered to ask to Professor... Until don't you have other Ideas? ^^ Nowadays, I'm trying to simulate t...
- Wed Apr 19, 2006 5:39 am
- Forum: OpenSees.exe Users
- Topic: can I konw other reference for Pinch model?
- Replies: 3
- Views: 3808
can I konw other reference for Pinch model?
Hi...
According to the User Manual, the Pinch model uses the damage model for the strength and stiffness degradation.
Whom this is originated from ? or other reference...?
Thank you.
According to the User Manual, the Pinch model uses the damage model for the strength and stiffness degradation.
Whom this is originated from ? or other reference...?
Thank you.