When I call OpenSees from a Matlab script, I face this error:
invalid command name "pattern"
While running the same code (pattern Plain 1 Linear {...}) just through the Opensees works correctly.
How can I fix it?
Thank you in advance
Search found 4 matches
- Sun May 27, 2018 4:37 am
- Forum: OpenSees.exe Users
- Topic: input parameters from matlab
- Replies: 7
- Views: 11936
- Thu Sep 21, 2017 5:53 am
- Forum: OpenSees.exe Users
- Topic: lumped mass -spring
- Replies: 5
- Views: 4042
Re: lumped mass -spring
Thank you very much for your answers. I want to consider 3 degrees of freedom, 2 translations and 1 rotation. The following is the code that leads to this warning: WARNING BandGenLinLapackSolver::solve() -LAPACK routine returned 3 wipe all model BasicBuilder -ndm 3 -ndf 6 set m 383576 set I 1598234 ...
- Thu Sep 14, 2017 6:10 am
- Forum: OpenSees.exe Users
- Topic: lumped mass -spring
- Replies: 5
- Views: 4042
Re: lumped mass -spring
giovannimilan wrote: > to keep it simple at the beginning, you could try with 3 zero length > elements placed in series. Each zero length element would be a non-linear > spring in which the behavior is described in the 3 directions (2 displ and > 1 rot). > > It is a very rough schema of the structur...
- Tue Sep 12, 2017 3:54 am
- Forum: OpenSees.exe Users
- Topic: lumped mass -spring
- Replies: 5
- Views: 4042
lumped mass -spring
Hi
How could I model a 3-story structure with lumped mass at the floors level. I want to consider the strength of each story by spring and assign it 3 degrees of freedom (2 translations and 1 rotation).
Thanks in advance
How could I model a 3-story structure with lumped mass at the floors level. I want to consider the strength of each story by spring and assign it 3 degrees of freedom (2 translations and 1 rotation).
Thanks in advance