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I am getting a similar problem. Was this ever resolved?

I think it has something to do with El Capitan and the OpenSSL libraries.

SP, there is a static analysis which runs fine before I run the transient analysis. The warning comes during the transient analysis.

This warning occurs with a transient analysis only. Here are my analysis commands:

constraints Transformation
numberer RCM
system Mumps
test NormUnbalance 0.001000 1000
algorithm KrylovNewton
integrator Newmark 0.500000 0.250000
analysis Transient

Hi Frank,

I'm getting this error now.
WARNING: CTestEnergyIncr::setEquiSolnAlgo - no SOE

Is this related to the recent update or something on my end?

I was not getting this with previous builds.

Thanks,

Nasser

Hi, I think there is bug with the latest version of OpenSees (2.5.6). The Hysteretic Material Model does not seem to be working. Try this: uniaxialMaterial Hysteretic 310001 41.800000 0.001441 52.250000 0.014414 57.475000 0.028828 -41.800000 -0.001441 -57.475000 -0.014414 -62.700000 -0.028828 1.0000...

Hello,

Can you run an Eigenvalue analysis in the middle of a transient analysis to figure out the elongated period of your building at each time increment.

Thanks

I tried that and it does not seem to work. Any other suggestions?

I also tried to run it on NEESHub and got the same error.

My code is below:
http://www.pasteall.org/53157/tcl

Hello, Can you put some documentation on how to use Mumps. The link below is empty: http://opensees.berkeley.edu/wiki/index.php?title=Mumps&action=edit&redlink=1 I am getting this error and I am not sure how to solve it. WARNING MumpsParallelSolver::solve(void)- Error -9 returned in substitu...

I was wondering if we could easily increase the maximum number of digits a tag ID can be in OpenSees. The currently limit is at 9 digits which can be limiting if you are working with large models and decide to have a node/element numbering sequence that corresponds to the grid number the node/elemen...

I am getting some problems running the eigenvalue analysis when using Rigid Diaphragms with equalDOF to pin the beams at the ends. Error Message: ProfileSPDLinDirectSolver::solve() - aii < 0 (i, aii): (4, 0) ProfileSPDLinDirectSolver::solve() - aii < 0 (i, aii): (9, 0) ProfileSPDLinDirectSolver::sol...