The OpenSees Community

Thanks Noxic for this totally inappropriate response.

Can anybody help with this issue? Again, will be glad to send the tcl files, just can't attach them to this forum.

Erin

I have code that, in part, consists of a "while" loop that applies a known displacement at one of 14 nodes on a column. The sp $node 2 command is specific to only the nodes defined for each processor. The script runs great, and matches my OpenSees single processor version exactly, until at...

I am analyzing a one story concrete column fibersection with time history earthquake motions. The mass at the top of column is 90 kips, but when I analyze the time history the nodal vertical reaction jumps all over the place, up to 146 kips, even though the analysis converged successfully. How do I ...