Hi Frank,
Thank you for your reply. After making the changes on ViscousMaterial.cpp, I just rebuilt the solution in Visual Studio. And in tcl file, I just call it as
"uniaxialMaterial Viscous $C $Alpha $minVel".
Search found 4 matches
- Fri May 08, 2015 7:33 am
- Forum: OpenSees.exe Users
- Topic: viscous material parallel
- Replies: 7
- Views: 6178
- Tue May 05, 2015 9:07 am
- Forum: OpenSees.exe Users
- Topic: viscous material parallel
- Replies: 7
- Views: 6178
Re: viscous material parallel
Hi, Can you please clarify if the "minVel" variable in the uniaxial Viscous material definition can be specified by the user? The source code shows that minVel is set to a default value of 1.0e-11. I tried to modify the source code (in ViscousMaterial.cpp aand ViscousMaterial.h codes,shown...
- Mon Dec 01, 2014 11:26 am
- Forum: OpenSees.exe Users
- Topic: rayleigh damping recorder
- Replies: 9
- Views: 12982
Re: rayleigh damping recorder
I am trying to understand how the Rayleigh damping forces are calculated in OpenSees for rotational degrees of freedom. To study the damping forces I am using the simple linear elastic cantilever structure that Vesna used previously (Chopra Ex. 5.1.). I specify only stiffness proportional damping (a...
- Tue Mar 11, 2014 7:24 pm
- Forum: OpenSees.exe Users
- Topic: Bi-directional excitation and element force recording
- Replies: 2
- Views: 3733
Bi-directional excitation and element force recording
I am performing nonlinear time history analysis on CBFs by applying bidirectional earthquake ground motions (horizontal and vertical). I have used the timeSeries command to define the two different GM records and applied them to the system by using the UniformExcitation pattern (with different direc...