1
Uncertainty Quantification (quoFEM) / Error Running Dakota: Expected 0 gradients but found 1.
« on: December 05, 2022, 07:07:10 AM »
Hi, I tried to run my own case using quoFEM and it works fine locally. The logs report a Dakota error that I don't understand.
This is a time history analysis to calculate the top-level displacement of a reinforced concrete frame in an earthquake. Forward propagation LHS is used with a total of 6 random variables. I looked up the local cache path tmp.SimCenter and found that the calculation stops at workdir.20. Theoretically there should be workdir.50. Anyone who can help me is greatly appreciated
Code: [Select]
14:27:05 Running response simulation
FMK COMMAND: "D:\quoFEM_Windows_Download\applications\python\python.exe" "D:\quoFEM_Windows_Download\applications\performUQ\dakota\DakotaUQ.py" "--workflowInput" "scInput.json" "--driverFile" "driver" "--workflowOutput" "EDP.json" "--runType" "runningLocal"
Simulation command:
"D:\quoFEM_Windows_Download\applications\python\python.exe" "D:\quoFEM_Windows_Download\applications\performUQ\dakota\DakotaUQ.py" "--workflowInput" "scInput.json" "--driverFile" "driver" "--workflowOutput" "EDP.json" "--runType" "runningLocal"
Output:
EVAL CONCURRENCY: 20
CWD: D:\Documents\quoFEM\LocalWorkDir\tmp.SimCenter\templatedir
running Dakota: dakota -input dakota.in -output dakota.out -error dakota.err
Response simulation finished successfully.
-----------------------------------------------------------------------
14:29:23 - Analysis done
14:29:23 - Error Running Dakota: Expected 0 gradients but found 1.
14:29:23 - Analysis complete
This is a time history analysis to calculate the top-level displacement of a reinforced concrete frame in an earthquake. Forward propagation LHS is used with a total of 6 random variables. I looked up the local cache path tmp.SimCenter and found that the calculation stops at workdir.20. Theoretically there should be workdir.50. Anyone who can help me is greatly appreciated