| Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading: Part I: Experimental research LA Fülöp, D Dubina Thin-Walled Structures 42 (2), 321-338, 2004 | 286 | 2004 |
| Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading: Part I: Experimental research LA Fülöp, D Dubina Thin-Walled Structures 42 (2), 321-338, 2004 | 283 | 2004 |
| Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading: Part I: Experimental research LA Fülöp, D Dubina Thin-Walled Structures 42 (2), 321-338, 2004 | 283 | 2004 |
| Dual high‐strength steel eccentrically braced frames with removable links D Dubina, A Stratan, F Dinu Earthquake Engineering & Structural Dynamics 37 (15), 1703-1720, 2008 | 204 | 2008 |
| Effect of imperfections on numerical simulation of instability behaviour of cold-formed steel members D Dubina, V Ungureanu Thin-walled structures 40 (3), 239-262, 2002 | 187 | 2002 |
| Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading: Part II: Numerical modelling and performance analysis LA Fülöp, D Dubina Thin-Walled Structures 42 (2), 339-349, 2004 | 139 | 2004 |
| Experimental testing and numerical modelling of steel moment-frame connections under column loss F Dinu, I Marginean, D Dubina Engineering Structures 151, 861-878, 2017 | 136 | 2017 |
| Experimental testing and numerical analysis of 3D steel frame system under column loss F Dinu, I Marginean, D Dubina, I Petran Engineering structures 113, 59-70, 2016 | 124 | 2016 |
| Behavior and performance of cold-formed steel-framed houses under seismic action D Dubina Journal of Constructional Steel Research 64 (7-8), 896-913, 2008 | 115 | 2008 |
| Design of cold-formed steel structures D Dubina, V Ungureanu, R Landolfo Eurocode 3, 1-3, 2012 | 99 | 2012 |
| Stiffness of joints in bolted connected cold-formed steel trusses R Zaharia, D Dubina Journal of constructional steel research 62 (3), 240-249, 2006 | 99 | 2006 |
| Bolted links for eccentrically braced steel frames A Stratan, D Dubina connections in steel structures V, 223-332, 2004 | 90 | 2004 |
| Behaviour of cold-formed steel perforated sections in compression. Part 1—Experimental investigations A Crisan, V Ungureanu, D Dubina Thin-walled structures 61, 86-96, 2012 | 88 | 2012 |
| Experimental validation of re-centring capability of eccentrically braced frames with removable links A Ioan, A Stratan, D Dubină, M Poljanšek, FJ Molina, F Taucer, P Pegon, ... Engineering Structures 113, 335-346, 2016 | 87 | 2016 |
| Design criteria for seam and sheeting-to-framing connections of cold-formed steel shear panels LA Fülöp, D Dubina Journal of Structural Engineering 132 (4), 582-590, 2006 | 81 | 2006 |
| Experimental investigations of cold-formed steel beams of corrugated web and built-up section for flanges D Dubina, V Ungureanu, L Gîlia Thin-Walled Structures 90, 159-170, 2015 | 76 | 2015 |
| Cyclic tests of double-sided beam-to-column joints D Dubina, A Ciutina, A Stratan Journal of Structural Engineering 127 (2), 129-136, 2001 | 69 | 2001 |
| Behaviour of welded connections of moment resisting frames beam-to-column joints D Dubina, A Stratan Engineering structures 24 (11), 1431-1440, 2002 | 68 | 2002 |
| The ECBL approach for interactive buckling of thin-walled steel members D Dubina Steel and Composite Structures, An International Journal 1 (1), 75-96, 2001 | 68 | 2001 |
| Behaviour of cold-formed steel perforated sections in compression: Part 2—numerical investigations and design considerations A Crisan, V Ungureanu, D Dubina Thin-Walled Structures 61, 97-105, 2012 | 67 | 2012 |
Daniel Viorel UngureanuProfessor, Politehnica University of Timisoara, Civil Engineering Faculty, Department of SteelVerified email at upt.ro
