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Topics - omarissa

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Good evening, all! Just wanted to ask for best practices if I would like to run EE-UQ within a MATLAB routine.

Based on previous posts, my understanding is that record selection must be done prior to running the backend (the PEER NGA record selection feature wouldn't be available), and the "Multiple PEER" option should be selected.

To run the full analysis, would I need to "loop" through each downloaded ground motion and run the EE-UQ workflow using a custom BIM.json file for each iteration?

I'm just brainstorming at this stage, so any input on (1) if my understanding on the implementation is correct and (2) the specific lines of code needed to run each analysis would be much appreciated.

Thank you!

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!

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