| 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 |
| 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 |
| Performance criteria for MR steel frames in seismic zones D Grecea, F Dinu, D Dubină Journal of Constructional Steel Research 60 (3-5), 739-749, 2004 | 64 | 2004 |
| Improving the structural robustness of multi-story steel-frame buildings F Dinu, D Dubina, I Marginean Structure and Infrastructure Engineering 11 (8), 1028-1041, 2015 | 47 | 2015 |
| Experimental evaluation of dual frame structures with thin-walled steel panels D Dubina, F Dinu Thin-walled structures 78, 57-69, 2014 | 47 | 2014 |
| Re‐centring capacity of dual‐steel frames D Dubina, A Stratan, F Dinu Steel Construction 4 (2), 73-84, 2011 | 25 | 2011 |
| Control of global performance of seismic resistant EBF with removable link A Stratan, D Dubina, F Dinu STESSA 2003-Behaviour of Steel Structures in Seismic Areas, 455-461, 2018 | 23 | 2018 |
| Experimental program for evaluation of moment beam-to-column joints of high strength steel components D Dubina, A Stratan, N Muntean, F Dinu Connections in Steel Structures VI, 355-66, 2008 | 19 | 2008 |
| Opportunity and effectiveness of using high strength steel in seismic resistant building frames D Dubina, F Dinu, R Zaharia, V Ungureanu, D Grecea International conference in metal structures, 501-510, 2006 | 18 | 2006 |
| Ductility demand for semi-rigid joint frames D Dubina, A Ciutina, A Stratan, F Dinu Moment resistant connections of steel frames in seismic areas, 371-408, 2000 | 17 | 2000 |
| Experimental testing and numerical modeling of steel frames under close-in detonations F Dinu, I Marginean, D Dubina, A Kovacs, E Ghicioi Procedia engineering 210, 377-385, 2017 | 15 | 2017 |
| Fatigue analysis of moment resisting steel frames I Vayas, A Sophocleous, F Dinu Journal of earthquake engineering 7 (04), 635-654, 2003 | 15 | 2003 |
| Numerical study on ultimate deformation and resistance capacity of bolted T-stub connection GA Anwar, F Dinu, M Ahmed International Journal of Steel Structures 19, 970-977, 2019 | 13 | 2019 |
| D3-1: Design Recommendations against Progressive Collapse in Steel and Steel-Concrete Buildings JF Demonceau, T Golea, JP Jaspart, A Elghazouli, Z Khalil, A Santiago, ... ECCS-European Convention for Constructional Steelwork, 2021 | 11 | 2021 |
| Simulation of the dynamic response of steel moment frames following sudden column loss. Experimental calibration of the numerical model and application I Marginean, F Dinu, D Dubina Steel Construction 11 (1), 57-64, 2018 | 11 | 2018 |
| Strengthening of non-seismic reinforced concrete frames of buckling restrained steel braces F Dinu, S Bordea, D Dubina Behaviour of steel structures in seismic areas, 1085-1090, 2012 | 10 | 2012 |
| Suitability of semi-rigid joint steel building frames in seismic areas D Dubina, A Stratan, F Dinu Eleventh European Conference on Earthquake Engineering, Paris, 1998 | 10 | 1998 |
| Axial strength and deformation demands for T-stub connection components at catenary stage in the beams F Dinu, D Dubina, I Marginean, C Neagu, I Petran 8th International Conference on Behavior of Steel Structures in Seismic …, 2015 | 9 | 2015 |
| Robust design of steel framed buildings against extreme loading MP Byfield, G De Matteis, F Dinu Proc. Cost C 26, 253-267, 2007 | 9 | 2007 |
