Search found 68 matches

by berktaftali
Tue Sep 27, 2005 10:40 pm
Forum: OpenSees.exe Users
Topic: eigen values and vectors
Replies: 6
Views: 7045

eigen command should work fine without any analysis definition (provided that mass & stiffness is defined properly). In fact, it defines its own analysis, solver, algorithm etc.

See eigenAnalysis function in commands.cpp...
by berktaftali
Mon Sep 26, 2005 2:18 pm
Forum: OpenSees.exe Users
Topic: eigen values and vectors
Replies: 6
Views: 7045

You have to define mass. See the manual for the command...
by berktaftali
Wed Sep 21, 2005 11:06 am
Forum: OpenSees.exe Users
Topic: beam with hinges - hinge rotation?
Replies: 10
Views: 13332

try

Code: Select all

recorder Element -file ele1Rot.out –time -ele 1 plasticRotation
As the name suggests, you'll get plastic rotation, not the total rotation of the hinges...
by berktaftali
Wed Aug 31, 2005 2:40 pm
Forum: Feature Requests/Future Directions
Topic: Adding online help for commands
Replies: 4
Views: 12603

Re: Adding online help for commands

Rodgers wrote:One more feature is to have OpenSees to save commands history into a file.
I believe this is possible with the following undocumented :shock: command:

Code: Select all

logFile $fileName
Hope this helps...
by berktaftali
Wed Aug 03, 2005 3:59 pm
Forum: OpenSees.exe Users
Topic: New user help with TCL
Replies: 2
Views: 4305

by berktaftali
Sat Jun 25, 2005 5:29 am
Forum: OpenSees.exe Users
Topic: Use of Rayleigh damping command
Replies: 7
Views: 12280

What if the material assigned to the zeroLength element does not have eta as an input (e.g. steel01)?
by berktaftali
Mon Jun 06, 2005 11:39 am
Forum: OpenSees.exe Users
Topic: recorder Drift
Replies: 2
Views: 5596

i-node and j-node are the nodes you want to calculate the drift between. The recorder will 1. get the displacement of node i in direction of $dof1 , d1 2. get the displacement of node j in direction of $dof1 , d2 3. find the difference, diff = d1-d2 4. calculate the distance between the two nodes in...
by berktaftali
Sun Jun 05, 2005 8:07 am
Forum: OpenSees.exe Users
Topic: convergence issue
Replies: 4
Views: 8351

Try reducing the time step by a factor (say 10) when a step does not converge. You can go back to your original time step after that. It is similar to what you have for switching between regular and modified Newton algorithms in the input file you posted... PS. If g stands for the PGA of your ground...
by berktaftali
Sun Jun 05, 2005 7:55 am
Forum: OpenSees.exe Users
Topic: How to define an element, with Hysteretic Bilinear model w/o
Replies: 2
Views: 4471

Try Steel01 with no hardening...
by berktaftali
Thu Jun 02, 2005 6:15 am
Forum: OpenSees.exe Users
Topic: Database - Saving and Restarting Analysis
Replies: 13
Views: 13095

fmk wrote:i have fixed the code for these .. as i don't yet have permission to check them into cvs you will have to wait till the next release v1.6.0 due any day now.
If Frank does not have permission to check code into CVS, who has ??? :o
by berktaftali
Wed Jun 01, 2005 7:09 am
Forum: OpenSees.exe Users
Topic: beamWithHinges issue
Replies: 2
Views: 4746

Set the other hinge length to be zero ...
by berktaftali
Sat May 28, 2005 5:55 am
Forum: OpenSees.exe Users
Topic: the HingeLength of BeamWithHinges Element
Replies: 6
Views: 9739

I'm looking at the source code and it reads
Changing BWH input to actual hinge length
for the latest change...
by berktaftali
Thu May 26, 2005 6:29 pm
Forum: OpenSees.exe Users
Topic: Envelope recorder
Replies: 1
Views: 3696

Try removing -time ...
by berktaftali
Wed May 25, 2005 1:08 pm
Forum: OpenSees.exe Users
Topic: damping tangent?
Replies: 3
Views: 6397

Looking at the source code for Elastic unixaial material,

Code: Select all

...
stress = E*trialStrain + eta*trialStrainRate;
...
I guess it is the damping constant of a dashpot acting simulatenously with the elastic material ...
by berktaftali
Thu May 19, 2005 7:18 am
Forum: OpenSees.exe Users
Topic: Any models to simulate isolation system?
Replies: 6
Views: 8188

Well, I pulled it out from the source of v1.6.2. The CVS says it has last updated 2 years ago, so proceed with caution ... 8)