Hi,
I am trying to use an NDFiber section to couple the torsional behavior of column with the PMM interaction. My question is if the current force based Beam Column element include torsional calculations or does it need to be modified?
Thanks
Search found 7 matches
- Fri Mar 01, 2013 12:44 pm
- Forum: OpenSees.exe Users
- Topic: FB beam column with NDFiber Section
- Replies: 1
- Views: 2067
- Thu Feb 28, 2013 3:58 pm
- Forum: Parallel Processing
- Topic: User Code and Parallel Processing
- Replies: 1
- Views: 3463
User Code and Parallel Processing
Hey all,
I am pretty sure I know the answer to this, but is there a way to use user written code with parallel processing on the NEEShub? If not, what might be some of the other options? Is this something one would use cloud computing for?
Thanks
I am pretty sure I know the answer to this, but is there a way to use user written code with parallel processing on the NEEShub? If not, what might be some of the other options? Is this something one would use cloud computing for?
Thanks
- Fri Jan 18, 2013 10:47 am
- Forum: Framework
- Topic: Instantiating A Class
- Replies: 1
- Views: 2909
Re: Instantiating A Class
Hey Guys, I figured out why it was saying I was trying to instantiate a abstract class. The issue was in the getType. I posted the correct way to meet the pure virtual of the NDMaterial below.
const char* getType (void) const;
Hope this can help someone.
const char* getType (void) const;
Hope this can help someone.
- Wed Jan 16, 2013 11:10 am
- Forum: Framework
- Topic: Instantiating A Class
- Replies: 1
- Views: 2909
Instantiating A Class
Hello, I wrote a new NDmaterial that implements all of the pure virtual functions but when I attempt to compile it into a DLL using Visual Studio 2010 it continues to give me the below error: error C2259: Cannot instantiate abstract class Below is my header file; is there something I am missing or i...
- Wed Jan 16, 2013 9:10 am
- Forum: Framework
- Topic: We are collecting OPENSEES User-Requirements Data
- Replies: 15
- Views: 59115
Re: We are collecting OPENSEES User-Requirements Data
Hi,
It would be very useful to be able to define boundary conditions not along the global coordinate system. The ability to define fixity for along an incline or at an angle to the GCS would be very beneficial.
Thanks
It would be very useful to be able to define boundary conditions not along the global coordinate system. The ability to define fixity for along an incline or at an angle to the GCS would be very beneficial.
Thanks
- Wed Jun 06, 2012 3:41 pm
- Forum: OpenSees.exe Users
- Topic: Modelling Curved Bridge Boundary Conditions
- Replies: 1
- Views: 2172
Modelling Curved Bridge Boundary Conditions
Hey all, I am working on modeling a full scale curved bridge in OpenSees. I am trying to model the abutment boundary condition as pinned radially (transverse) and free tangentially (longitudinal). However, as far as I can tell, OpenSees only allows the user to fix the boundary conditions in the glob...
- Fri Oct 21, 2011 12:02 pm
- Forum: OpenSees.exe Users
- Topic: Modelling an Unbonded Prestessed Tendon
- Replies: 1
- Views: 2203
Modelling an Unbonded Prestessed Tendon
Hello all, I am doing some dynamic modelling and I am trying to figure out how I can model an unbonded prestressed tendon used to apply an axial load. I have tried just using an axial load, but it fails to account for the increase in axial force due to deflection of the column during dynamic analysi...