Search found 15 matches
- Sun Sep 06, 2015 2:40 pm
- Forum: OpenSees.exe Users
- Topic: Liquefaction in sands
- Replies: 3
- Views: 2070
Re: Liquefaction in sands
thanks a lot for your response. But, my main objective is modelling liquefaction in partially saturated sands. Which model and element would be most appropriate for this issue? If there is not any, how we can modify available models to achieve the partial saturation state?
- Sat Sep 05, 2015 11:25 am
- Forum: OpenSees.exe Users
- Topic: Model for partially saturated sand
- Replies: 0
- Views: 5300
Model for partially saturated sand
Hi,
Would you please let me know if there is any model and element for partially saturated sands? I mean, is there any code that user can change degree of saturation?
Thanks
Would you please let me know if there is any model and element for partially saturated sands? I mean, is there any code that user can change degree of saturation?
Thanks
- Fri Sep 04, 2015 7:13 am
- Forum: OpenSees.exe Users
- Topic: Liquefaction in sands
- Replies: 3
- Views: 2070
Liquefaction in sands
Hi
Would you please let me know if there is any code for liquefaction modeling in a sand layer?
Would you please let me know if there is any code for liquefaction modeling in a sand layer?
- Wed Dec 24, 2014 2:10 pm
- Forum: OpenSees.exe Users
- Topic: Stress-Strain relationship for a section
- Replies: 0
- Views: 932
Stress-Strain relationship for a section
Dear Silvia
Hi
I have used your command for generating Moment-Curvature relationship under cyclic loads for column sections. Do you have any idea about getting its stress-strain relationship in OpenSees? It would be appreciated if you help me with this...
Hi
I have used your command for generating Moment-Curvature relationship under cyclic loads for column sections. Do you have any idea about getting its stress-strain relationship in OpenSees? It would be appreciated if you help me with this...
- Mon Nov 10, 2014 8:15 am
- Forum: Useful Scripts.
- Topic: example: moment-curvature analysis of section -- cyclic
- Replies: 3
- Views: 24686
Re: example: moment-curvature analysis of section -- cyclic
Dear Vesna Hi I tried the command you have put for moment-curvature analysis of section -- cyclic. I have 2 questions. Would you please help me with them? 1) In unloading phase, the curve becomes linear. What can be the main reason? 2) How can I get hysteretic loops for moment-curvature? The command...
- Sat Aug 06, 2011 2:53 am
- Forum: OpenSees.exe Users
- Topic: Error in pushover analysis!
- Replies: 1
- Views: 1334
Error in pushover analysis!
Hi dear vesna...
I did pushover analysis for my 3D model.In first few modes I got the results,but in 7th mode I have a problem.(my model is SAC9 with 27 modes).
WARNING:CTestNormDispIncr::test<>-failed to converge.
What is wrong with this model?
I did pushover analysis for my 3D model.In first few modes I got the results,but in 7th mode I have a problem.(my model is SAC9 with 27 modes).
WARNING:CTestNormDispIncr::test<>-failed to converge.
What is wrong with this model?
- Mon Aug 01, 2011 2:05 am
- Forum: OpenSees.exe Users
- Topic: inelastic parameters for rotational springs
- Replies: 1
- Views: 1241
inelastic parameters for rotational springs
Hi dear vesna... I'd asked you a question about my model which has a rotational spring.The subject of that question was "rotational springs". As you advised me,I applied another ground motion to my model and changed Fy,b. Again,I found out that the results aren't being changed by changing ...
- Sat Jul 30, 2011 6:01 am
- Forum: OpenSees.exe Users
- Topic: Rotational springs
- Replies: 6
- Views: 3856
Re: Rotational springs
Hi dear vesna... I applied another earthquake record to my model.It gets to the inelastic range,but my problem isn't solved. :( I was wondering if you'd mind showing me a command which defines a rotational spring with its appropriate elastic and inelastic parameters. As you know,a rotational spring ...
- Fri Jul 22, 2011 5:44 am
- Forum: OpenSees.exe Users
- Topic: Rotational springs
- Replies: 6
- Views: 3856
Re: Rotational springs
Hi... This is my commands for defining a 2 degree of freedom system: # Set up--------------------------------------------------- wipe; # clear memory of all past model definitions set dataDir Data; # set up name of data directory file mkdir $dataDir; # create data directory set GMdir "../GMfile...
- Thu Jul 21, 2011 1:39 pm
- Forum: OpenSees.exe Users
- Topic: Rotational springs
- Replies: 6
- Views: 3856
Rotational springs
Hi dear vesna... I have defined a rotational spring by this command:(I have put appropriate values instead of each $) uniaxialMaterial Steel01 $matTag $Fy $E0 $b element zeroLength $eleTag $iNode $jNode -mat $matTag1 $matTag2 ... -dir $dir1 $dir2 ... equalDOF $nodeR $nodeC ... I applied a ground mot...
- Sat Jun 25, 2011 2:04 pm
- Forum: OpenSees.exe Users
- Topic: translational and rotational frequency
- Replies: 1
- Views: 1052
translational and rotational frequency
Hi dear vesna... I have 2 questions: 1)Is rigidLink command useful for defining rigid column and rigid beam? 2)I want to get the translational and rotational frequency of the structure.This is my primary command(for example) : . . . . mass 1 0.1 0.1 1000 0.1 120000 0.1 If I define this command: mass...
- Wed Jun 01, 2011 1:40 am
- Forum: OpenSees.exe Users
- Topic: rotational springs in 3D problems
- Replies: 2
- Views: 1529
rotational springs in 3D problems
Hi dear... Is there any difference between 2D & 3D problems in the rotational springs modelling?If yes,: 1)Which command helps me define a rotational spring in 3D problem? My model has 2 rotational spring.One of them belongs to -dir5 and the other to -dir6 2)By which command,I can apply the rota...
- Sun May 15, 2011 12:42 pm
- Forum: OpenSees.exe Users
- Topic: Base torque
- Replies: 1
- Views: 1029
Base torque
Hi dear vesna... I want to get the base torque of structure.I've used this command: set basetorque "Data/base torque -node 1 2 3 4.txt" recorder Node -file $basetorque -time -node 1 2 3 4 -dof 5 reaction opensees output is: for example: -100 -200 -200 -100 so,the base torque=-100-200-200-1...
- Thu May 05, 2011 3:02 am
- Forum: OpenSees.exe Users
- Topic: modal parameters
- Replies: 1
- Views: 985
modal parameters
Hi dear vesna
I defined a stucture in opensees
is there any command which can help me find the modal parameters?
for example : modal mass matrix and modal stiffness matrix of the entire structure?
thanks alot
I defined a stucture in opensees
is there any command which can help me find the modal parameters?
for example : modal mass matrix and modal stiffness matrix of the entire structure?
thanks alot
- Sun May 01, 2011 12:45 pm
- Forum: OpenSees.exe Users
- Topic: Roof rotation
- Replies: 1
- Views: 1016
Roof rotation
I want to get the rotation of the floor
is it be ok if I use this command ?: recorder Node -file $node rotation -time -nodes 1 -dof 5 disp
where tag 1 belongs to CM(center of mass) of the floor.
thanks alot
is it be ok if I use this command ?: recorder Node -file $node rotation -time -nodes 1 -dof 5 disp
where tag 1 belongs to CM(center of mass) of the floor.
thanks alot