rozsasarpi / Code-calibration-Belarus

Reliability-based code calibration for steel structures considering ultimate limit states - Belarus, Eurocode
MIT License
1 stars 1 forks source link

Get the fig8 of the related paper(Nadolski, V., Rózsás, Á., Sýkora, M. "Calibrating Partial Factors – Methodology, Input Data and Case Study of Steel Structures", Periodica Polytechnica Civil Engineering, 63(1), pp. 222–242, 2019. https://doi.org/10.3311/PPci.12822) #7

Closed Jungle-13 closed 2 years ago

Jungle-13 commented 2 years ago

Dear Sir, Sorry to disturb you again:

After a period of study, I have basically mastered this set of procedures. However, I don't know how to get fig 8 of the paper(Nadolski, V., Rózsás, Á., Sýkora, M. "Calibrating Partial Factors – Methodology, Input Data and Case Study of Steel Structures", Periodica Polytechnica Civil Engineering, 63(1), pp. 222–242, 2019. https://doi.org/10.3311/PPci.12822).

Would it be convenient for you to tell me, Sir? Or can you send me the relevant program code?

Thank you and LOOK forward to your reply. Best wishes! Zhangong Wang

rozsasarpi commented 2 years ago

@Jungle-13 I'm glad to hear that you could make sense of the code.

Could you try running compare_EC_vs_recomm.m and see if it produces the desired output (figure 8)?

Jungle-13 commented 2 years ago

Dear Sir: Thanks for your reply, I found the compare_EC_vs_recomm.m file in your latest uploaded package on GitHub, tried it and ran it successfully and my confusion was resolved. I think this issue can also be put to an end (hawhaw). I am very happy, thank you very much. best wishes. Zhangong Wang