I am doing a study on the optimization of structural fuse geometry, and I am validating my FE model based on the study "Multi-objective optimization of energy-dissipating steel plate fuse links using response surface method (2024)" by Seyed Matin Goshtaei, Saber Moradi, Khandaker M. Anwar Hossain. However as I did the analysis I am unable to get the results as in the ref. paper. Could someone please help with this issue, I have added the model, .inp file and the buckling imperfection file. Thank you.