Greetings, all - I am trying to leverage the Steel Building Model (Auto-SDA) feature in EE-UQ, but am currently unable to complete the analysis - I'd appreciate any pointers/advice you have.
I have the latest version of EE-UQ installed on Windows, and previous analysis types (MDOF, OpenSees) have worked well in the past. On my end, I am able to run Auto-SDA on my PC (the Github Python version), if that makes a difference.
UQ: 2 samples
Steel building model: the default model is used.
EVT: 2 ground motions selected using the PEER-NGA West 2 database (ASCE 7-10 Design Spectrum with default parameters, Acceleration components set to SRSS).
FEM: No analysis script defined
EDP: Standard Earthquake
RV: None defined
All paths in preferences set to default.
Here is the error I encounter:
An error occurred in the Python script, the exit code is 1.
I've attached:
- debug.log- the last line reads: FileNotFoundError: [Errno 2] No such file or directory: 'dakotaTab.out'
- log.txt
While the templatedir folder is partially populated, the dakota.out files are not generated. I can pull some more information from my end if needed. I appreciate it!