Search found 6 matches
- Fri Jun 18, 2010 1:52 pm
- Forum: Parallel Processing
- Topic: error running OpenSeesMP on Abe
- Replies: 2
- Views: 4280
- Thu Jun 17, 2010 7:27 am
- Forum: Parallel Processing
- Topic: error running OpenSeesMP on Abe
- Replies: 2
- Views: 4280
error running OpenSeesMP on Abe
I am getting the following error when trying to run OpenSeesMP on Abe: "OpenSeesMP: error while loading shared libraries: libmkl_lapack.so: cannot open shared object file: No such file or directory" I am using the pre-built binary from /u/ac/fmckenna/bin/. Has anyone else had this problem?...
- Mon Jun 07, 2010 6:15 am
- Forum: Parallel Processing
- Topic: OpenSeesMP on NICS Kraken
- Replies: 1
- Views: 3376
OpenSeesMP on NICS Kraken
Has OpenSeesMP already been built on NICS Kraken machine? It is not listed on the Parallel website, but the presentation on that site did say that you were in the process of getting it on all TeraGrid machines.
- Thu May 27, 2010 8:38 am
- Forum: OpenSees.exe Users
- Topic: input parameters from matlab
- Replies: 7
- Views: 11933
What I have done (which is not nearly as sophisticated as the previous suggestion) is to use matlab to create my .tcl script using the input parameters from matlab. Then, run that script from matlab using the !OpenSees.exe command. For example, when I create a recorder file in matlab: fid = fopen('r...
- Fri May 21, 2010 3:32 pm
- Forum: OpenSees.exe Users
- Topic: acceleration recorder of massless node
- Replies: 4
- Views: 4411
Yes I do have Rayleigh damping (2% in the 1st and 4th modes for a 9 story building). Since the newmark method does treat massless and massed dof's the same, I would have thought all nodes (at least within the same level) would have similar accelerations since accelerations are used in the U(t+dt) ex...
- Thu May 20, 2010 4:40 pm
- Forum: OpenSees.exe Users
- Topic: acceleration recorder of massless node
- Replies: 4
- Views: 4411
acceleration recorder of massless node
I have a building model with the seismic masses lumped at the beam-to-column joint nodes. All other nodes are massless. When I record the accelerations at the beam-column joints (that have mass) I get reasonable floor accelerations. In the model, the beams are made up of multiple nonlinearBeamColumn...