| Damping technologies for tall buildings: Theory, design guidance and case studies A Lago, D Trabucco, A Wood Butterworth-Heinemann, 2018 | 76 | 2018 |
| Seismic design procedures for centrically braced frames H Köber, B Stefanescu STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 665-670, 2009 | 7 | 2009 |
| Dog-bone details for potentially plastic zones in first story columns H Köber, B Ștefănescu Proceedings of Vienna Congress on Recent Advances in Earthquake Engineering …, 2013 | 2 | 2013 |
| Tall buildings under long predominant period ground motions: analysis vs. code provisions M Iancovici, B Stefanescu, O Bogdan, G Vezeanu 14th European conference on earthquake engineering ECEE, 2010 | 2 | 2010 |
| Study on seismic design characteristics of existing buildings in Bucharest, Romania T Postelnicu, B Chesca, R Vacareanu, V Popa, E Lozinca, D Cotofana, ... National Center for Seismic Risk Reduction, MTCT, Bucharest, Romania, http …, 2010 | 2 | 2010 |
| Potentially plastic zone details in columns in eccentrically braced frames H Köber, B Stefanescu STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 629-634, 2009 | 2 | 2009 |
| I shaped braces in eccentrically braced frames J Kober, Helmuth, B Stefanescu Steel - A New and Traditional Material for Building, 529-535, 2006 | 2* | 2006 |
| Ductility Classes in prEN 1998-1. Comparative Analysis on Eccentrically Braced Frames BC Ștefănescu International Conference on the Behaviour of Steel Structures in Seismic …, 2022 | 1 | 2022 |
| Constructions métalliques – recommandations de conception parasismique BC Ștefănescu | | 2023 |
| Steel structures – seismic design recommendations BC Ștefănescu | | 2023 |
| Seismic torsional effects on multi‐storey steel buildings BC Ștefănescu, I Calotescu ce/papers 4 (2-4), 1942-1948, 2021 | | 2021 |
| Influența dispunerii încărcărilor variabile asupra stărilor de eforturi într-o structură metalică dimensionată de seism LR Ștefănescu B.C. A XVI-a Conferință Națională de Construcții Metalice, 82-90, 2019 | | 2019 |
| Appendix A MM Klembczyk A., Winters C. W., Lee D., Lago A., Faridani H. M., Chen Y ... Damping Technologies for Tall Buildings – Theory, Design, Guidance and Case …, 2018 | | 2018 |
| Chapter 9 - Future of dynamic modification systems S B. C. Damping Technologies for Tall Buildings – Theory, Design, Guidance and Case …, 2018 | | 2018 |
| Chapter 4 - An introduction to dynamic modification devices FHM Klembczyk A., Winters C. W., Lee D., Chen Y., Peng C., Stefanescu B. C ... Damping Technologies for Tall Buildings - Theory, Design, Guidance and Case …, 2018 | | 2018 |
| Relația de interacțiune pentru șuruburi solicitate la întindere și forfecare BC Ștefănescu, Z Abdulfattah A XV-a Conferință Națională de Construcții Metalice – Iași – Proceedings, 43–50, 2017 | | 2017 |
| Bare solicitate la compresiune și încovoiere – studiu comparativ al abordărilor din Eurocod 3 BC Ștefănescu, IP Calotescu A XIV-a Conferință Națională de Construcții Metalice – Cluj-Napoca …, 2015 | | 2015 |
| Dog-bone details in seismic resistant H Köber, BC Ștefănescu Proceedings of STESSA 2015– The 8th International Conference on Behaviour of …, 2015 | | 2015 |
| Different bracing types in seismic resistant structures H Köber, BC Ștefănescu Proceedings of EUROSTEEL 2014–The 7th European Conference on Steel and …, 2014 | | 2014 |
| The buckling of uniform built-up compression members – Comments about the provisions of EN 1993-1-1:2005 H Köber, BC Ștefănescu Proceedings of EUROSTEEL 2014–The 7th European Conference on Steel and …, 2014 | | 2014 |
Mihail IancoviciTechnical University of Civil Engineering of Bucharest (UTCB)Verified email at utcb.ro
