| Residual stress measurements on cold-formed HSS hollow section columns B Somodi, B Kövesdi Journal of Constructional Steel Research 128, 706-720, 2017 | 71 | 2017 |
| Residual stress measurements on welded square box sections using steel grades of S235–S960 B Somodi, B Kövesdi Thin-Walled Structures 123, 142-154, 2018 | 57 | 2018 |
| Flexural buckling resistance of cold-formed HSS hollow section members B Somodi, B Kövesdi Journal of Constructional Steel Research 128, 179-192, 2017 | 47 | 2017 |
| Flexural buckling resistance of welded HSS box section members B Somodi, B Kövesdi Thin-Walled Structures 119, 266-281, 2017 | 37 | 2017 |
| Rules on high strength steel M Feldmann, N Schillo, S Schaffrath, K Virdi, T Björk, N Tuominen, ... Luxembourg: Publications Office of the European Union, 2016 | 26 | 2016 |
| Application of numerical integration techniques for orbit determination of state-of-the-art LEO satellites B Somodi, L Földváry Periodica Polytechnica Civil Engineering 55 (2), 99-106, 2011 | 22 | 2011 |
| Rules on high strength steel (RUOSTE) Rules on high strength steel (RUOSTE), M Feldmann, N Schillo, ... Publications Office of the European Union, 2016 | 19 | 2016 |
| Buckling resistance of HSS box section columns part I: Stochastic numerical study B Kövesdi, B Somodi Journal of constructional steel research 140, 1-10, 2018 | 10 | 2018 |
| Flexural buckling resistance of high strength steel welded and cold-formed square closed section columns B Somodi PQDT-Global, 2018 | 9 | 2018 |
| Residual stresses in high-strength steel welded square box sections B Somodi, D Kollár, B Kövesdi, J Néző, L Dunai Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2017 | 9 | 2017 |
| Comparison of safety factor evaluation methods for flexural buckling of HSS welded box section columns B Kövesdi, B Somodi Structures 15, 43-55, 2018 | 8 | 2018 |
| Partial factor for local buckling of welded box sections B Somodi, B Kövesdi, T Hornyák Structures 30, 440-454, 2021 | 7 | 2021 |
| Applicable equivalent bow imperfections in GMNIA for Eurocode buckling curves–SHS, RHS and welded box sections B Somodi, E Bärnkopf, B Kövesdi Journal of Constructional Steel Research 204, 107860, 2023 | 6 | 2023 |
| RUOSTE–Rules on high strength steel M Feldmann, N Schillo, S Schaffrath, K Virdi, T Björk, N Tuominen, ... Research Fund for Coal and Steel. Final Report, 2014 | 5 | 2014 |
| Buckling resistance of HSS box section columns Part II: Analytical study B Kövesdi, B Somodi Journal of Constructional Steel Research 140, 25-33, 2018 | 4 | 2018 |
| Residual stress measurements on welded HSS square box sections B Somodi, B Kövesdi Thin-Walled Structures.(submitted for publication), 0 | 4 | |
| Accuracy of numerical integration techniques for GOCE orbit determination B Somodi, L Földváry Proceedings in Advanced Research in Scientific Fields: The 1st Virtual …, 2012 | 3 | 2012 |
| Applicable Equivalent Bow Imperfections in GMNIA for Eurocode Buckling Curves–in Case of Box Sections B Somodi, E Bärnkopf, B Kövesdi ce/papers 5 (4), 563-567, 2022 | 2 | 2022 |
| Local buckling resistance of welded box section columns BG Kövesdi, BN Somodi, T Hornyák University of Lisbon, 2018 | 2 | 2018 |
| 05.20: Modified Ayrton‐Perry formula for flexural buckling of HSS welded box sections B Kövesdi, B Somodi ce/papers 1 (2-3), 1199-1208, 2017 | 2 | 2017 |
