Search found 6 matches

by claytp
Fri Jun 18, 2010 1:52 pm
Forum: Parallel Processing
Topic: error running OpenSeesMP on Abe
Replies: 2
Views: 4280

thanks a lot frank. that worked!
by claytp
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?...
by claytp
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.
by claytp
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...
by claytp
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...
by claytp
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...