Search found 8 matches
- Wed Aug 12, 2020 12:48 am
- Forum: OpenSees.exe Users
- Topic: fullGenLackPack, omega damping different
- Replies: 1
- Views: 1959
fullGenLackPack, omega damping different
Hello guys I want to get SDOF (Tn(natural frequency)=2.83) output. So I used "rayleigh " command to get output. First I used set damp 0.61 set omega [expr sqrt($K/$m)] rayleigh 0 0 0 [expr 2.*$damp/($omega)] Second I used(https://opensees.berkeley.edu/wiki/index.php/Time_History_Analysis_of_a_2D_Ela...
- Mon Aug 03, 2020 9:32 pm
- Forum: OpenSees.exe Users
- Topic: Bond_SP01, multilinear
- Replies: 3
- Views: 3143
Re: Bond_SP01, multilinear
I put earthquake acceleration on direction 1 and i want to know deformation-x.selimgunay wrote: ↑Mon Aug 03, 2020 3:37 pmIt looks like you need to fix the vertical DOF at node 2 as well
fix 2 1 0 1
So i cant do 'fix 2 1 0 1'
Thank you for answering
- Mon Aug 03, 2020 4:24 am
- Forum: OpenSees.exe Users
- Topic: Bond_SP01, multilinear
- Replies: 3
- Views: 3143
Bond_SP01, multilinear
Hello guys. I used "uniaxialmaterial Bond_SP01" command to make yield strength. but error comes out. So I tried "uniaxialMaterial Mulilinear" command, but same error comes out. error is WARNING SuperLU::solve(void)- Error 1 returned in factorization dgstrf() WARNING ModifiedNewton::solveCurrentStep(...
- Mon Aug 03, 2020 12:18 am
- Forum: OpenSees.exe Users
- Topic: Using uniaxialmaterial, non-linear
- Replies: 1
- Views: 1866
Using uniaxialmaterial, non-linear
Hi guys. I tried to make non-linear model. So I used 'uniaxialmaterial steel01' command. I put "Uniaxialmaterial steel01 $fy $E $b" and can get some output. But i want to put my own maximum deformation. when material over its yied strength, yielding is started. And It reachs maximum deformation, it ...
- Thu Jul 23, 2020 12:18 am
- Forum: OpenSees.exe Users
- Topic: twonodelink, damping
- Replies: 1
- Views: 1970
twonodelink, damping
Hi guys i just make SDOF spring model. I used 'twonodelink' command and i have some questions. 1. damping I want to put 0.05 damping in this model, but eigen didn't work.( "eigen -fullGenLankpack 1 " didn't work too) So i used sqrt(k/m) to get omega and put damping. Is it right? 2. equivalent dampin...
- Tue Jun 16, 2020 3:49 am
- Forum: OpenSees.exe Users
- Topic: zerolength, damping and natural frequency
- Replies: 2
- Views: 2821
zerolength, damping and natural frequency
Hi guys I'm tring to make spring model using zerolength. so I worte the script and model is builted. But I have some questions about model 1. natural frequency. I want to make natural frequency 1 model. so I used "set lamda [eigen 1]" command. but error coms out. what is problem? This is error "Arpa...
- Fri Jun 05, 2020 11:44 pm
- Forum: OpenSees.exe Users
- Topic: recorder Element and section
- Replies: 0
- Views: 5004
recorder Element and section
Hi guys. I'm trying to draw Force-Defromation graph. so I used recorder Element -file Data/ForceColSec1.out -time -ele 1 section 1 force; recorder Element -file Data/DefoColSec1.out -time -ele 1 section 1 deformation; but I can't understand format of force and deformation file. Can you explane this ...
- Tue Jun 02, 2020 5:19 pm
- Forum: OpenSees.exe Users
- Topic: warning, wipeAnalysis not invoked
- Replies: 3
- Views: 4774
warning, wipeAnalysis not invoked
Hi guys. when i run Opensees, even if run simple model, that says "Warning: analysis .. exisiting TransientAnalysis exsts => wipeAnalysis not invoked, problems may arise" actually i always use 'wipe' and 'wipeAnalysis' before using 'source'command. Here is my simple script set m 5.0 set A 100.0 set ...