| New design curves for lateral–torsional buckling—Proposal based on a consistent derivation A Taras, R Greiner Journal of Constructional Steel Research 66 (5), 648-663, 2010 | 153 | 2010 |
| Contribution to the development of consistent stability design rules for steel members A Taras | 96 | 2010 |
| Development and application of a fatigue class catalogue for riveted bridge components A Taras, R Greiner Structural engineering international 20 (1), 91-103, 2010 | 84 | 2010 |
| Development of a consistent buckling design procedure for tapered columns L Marques, A Taras, LS da Silva, R Greiner, C Rebelo Journal of Constructional Steel Research 72, 61-74, 2012 | 66 | 2012 |
| Performance under tensile loading of point-by-point wire and arc additively manufactured steel bars for structural components VA Silvestru, I Ariza, J Vienne, L Michel, AMA Sanchez, U Angst, R Rust, ... Materials & Design 205, 109740, 2021 | 47 | 2021 |
| Towards a standardized procedure for the safety assessment of stability design rules T Tankova, LS da Silva, L Marques, C Rebelo, A Taras Journal of Constructional Steel Research 103, 290-302, 2014 | 45 | 2014 |
| Development of a consistent design procedure for lateral–torsional buckling of tapered beams L Marques, LS da Silva, R Greiner, C Rebelo, A Taras Journal of Constructional Steel Research 89, 213-235, 2013 | 45 | 2013 |
| Seismic retrofit of hospitals by means of hysteretic braces: influence on acceleration-sensitive non-structural components E Gandelli, A Taras, J Distl, V Quaglini Frontiers in built environment 5, 100, 2019 | 44 | 2019 |
| Torsional and flexural torsional buckling—A study on laterally restrained I-sections A Taras, R Greiner Journal of constructional steel research 64 (7-8), 725-731, 2008 | 43 | 2008 |
| Assessing the reliability of local buckling of plates for mild and high strength steels N Schillo, A Taras, M Feldmann Journal of Constructional Steel Research 142, 86-98, 2018 | 35 | 2018 |
| Proposal for amended rules for member buckling and semicompact crosssection design A Taras, R Greiner ., 2011 | 27 | 2011 |
| Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3: Part 1: Evolution of Eurocodes, background to partial factors, cross … M Knobloch, A Bureau, U Kuhlmann, LS da Silva, HH Snijder, A Taras, ... Steel Construction 13 (2), 98-113, 2020 | 25 | 2020 |
| Member capacity of bolted steel angles in compression–Influence of realistic end supports M Kettler, A Taras, H Unterweger Journal of constructional steel research 130, 22-35, 2017 | 25 | 2017 |
| Derivation of DSM-type resistance functions for in-plane global buckling of steel beam-columns A Taras Journal of Constructional Steel Research 125, 95-113, 2016 | 25 | 2016 |
| Development of consistent buckling curves for torsional and lateral‐torsional buckling A Taras, R Greiner Steel Construction: Design and Research 1 (1), 42-50, 2008 | 25 | 2008 |
| New design curves for LT and TF buckling with consistent derivation and code‐conform formulation R Greiner, A Taras Steel Construction 3 (3), 176-186, 2010 | 24 | 2010 |
| The generalized slenderness‐based resistance method for the design of SHS and RHS A Toffolon, X Meng, A Taras, L Gardner Steel Construction 12 (4), 327-341, 2019 | 22 | 2019 |
| Novel adaptive hysteretic damper for enhanced seismic protection of braced buildings E Gandelli, S Chernyshov, J Distl, P Dubini, F Weber, A Taras Soil Dynamics and Earthquake Engineering 141, 106522, 2021 | 21 | 2021 |
| On the influence of the load sequence on the structural reliability of steel members and frames A Taras, S Huemer Structures 4, 91-104, 2015 | 21 | 2015 |
| Numerical methods for the fatigue assessment of welded joints: influence of misalignment and geometric weld imperfections A Taras, H Unterweger Engineering Structures and Technologies 9 (1), 9-24, 2017 | 20 | 2017 |
