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...
Search found 68 matches
- Tue Sep 27, 2005 10:40 pm
- Forum: OpenSees.exe Users
- Topic: eigen values and vectors
- Replies: 6
- Views: 7178
- Mon Sep 26, 2005 2:18 pm
- Forum: OpenSees.exe Users
- Topic: eigen values and vectors
- Replies: 6
- Views: 7178
- Wed Sep 21, 2005 11:06 am
- Forum: OpenSees.exe Users
- Topic: beam with hinges - hinge rotation?
- Replies: 10
- Views: 13486
try
As the name suggests, you'll get plastic rotation, not the total rotation of the hinges...
Code: Select all
recorder Element -file ele1Rot.out –time -ele 1 plasticRotation
- Wed Aug 31, 2005 2:40 pm
- Forum: Feature Requests/Future Directions
- Topic: Adding online help for commands
- Replies: 4
- Views: 12983
Re: Adding online help for commands
I believe this is possible with the following undocumented command:Rodgers wrote:One more feature is to have OpenSees to save commands history into a file.
Code: Select all
logFile $fileName
- Wed Aug 03, 2005 3:59 pm
- Forum: OpenSees.exe Users
- Topic: New user help with TCL
- Replies: 2
- Views: 4374
- Sat Jun 25, 2005 5:29 am
- Forum: OpenSees.exe Users
- Topic: Use of Rayleigh damping command
- Replies: 7
- Views: 12431
- Mon Jun 06, 2005 11:39 am
- Forum: OpenSees.exe Users
- Topic: recorder Drift
- Replies: 2
- Views: 5698
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...
- Sun Jun 05, 2005 8:07 am
- Forum: OpenSees.exe Users
- Topic: convergence issue
- Replies: 4
- Views: 8496
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...
- 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: 4603
- Thu Jun 02, 2005 6:15 am
- Forum: OpenSees.exe Users
- Topic: Database - Saving and Restarting Analysis
- Replies: 13
- Views: 13503
- Wed Jun 01, 2005 7:09 am
- Forum: OpenSees.exe Users
- Topic: beamWithHinges issue
- Replies: 2
- Views: 4834
- Sat May 28, 2005 5:55 am
- Forum: OpenSees.exe Users
- Topic: the HingeLength of BeamWithHinges Element
- Replies: 6
- Views: 9930
- Thu May 26, 2005 6:29 pm
- Forum: OpenSees.exe Users
- Topic: Envelope recorder
- Replies: 1
- Views: 3769
- Wed May 25, 2005 1:08 pm
- Forum: OpenSees.exe Users
- Topic: damping tangent?
- Replies: 3
- Views: 6511
Looking at the source code for Elastic unixaial material,
I guess it is the damping constant of a dashpot acting simulatenously with the elastic material ...
Code: Select all
...
stress = E*trialStrain + eta*trialStrainRate;
...
- Thu May 19, 2005 7:18 am
- Forum: OpenSees.exe Users
- Topic: Any models to simulate isolation system?
- Replies: 6
- Views: 8328