| Definition of flange slenderness limits on the basis of rotation capacity values U Kuhlmann Journal of Constructional Steel Research 14 (1), 21-40, 1989 | 134 | 1989 |
| Design of plated structures: Eurocode 3: Design of steel structures, part 1-5: Design of plated structures D Beg, U Kuhlmann, L Davaine, B Braun John Wiley & Sons, 2012 | 131 | 2012 |
| Time-dependent behaviour of timber lightweight concrete composite floors LF Jorge, J Schänzlin, SMR Lopes, H Cruz, U Kuhlmann Engineering Structures 32 (12), 3966-3973, 2010 | 93 | 2010 |
| Patch loading resistance of girders with corrugated webs B Kövesdi, B Braun, U Kuhlmann, L Dunai Journal of constructional steel research 66 (12), 1445-1454, 2010 | 74 | 2010 |
| Interaction of global and local buckling in welded RHS compression members H Degée, A Detzel, U Kuhlmann Journal of Constructional Steel Research 64 (7-8), 755-765, 2008 | 73 | 2008 |
| Consideration of plasticity within the design of timber structures due to connection ductility F Brühl, U Kuhlmann, A Jorissen Engineering Structures 33 (11), 3007-3017, 2011 | 72 | 2011 |
| Performance of notched coach screw connection for timber-concrete composite floor system DYE Chuan, M Fragiacomo, P Aldi, M Mazzilli, U Kuhlmann NZ Timber Design Journal 17 (1), 4-10, 2008 | 63 | 2008 |
| Extreme events, critical infrastructures, human vulnerability and strategic planning: emerging research issues J Birkmann, F Wenzel, S Greiving, M Garschagen, D Vallée, W Nowak, ... Journal of Extreme Events 3 (04), 1650017, 2016 | 62 | 2016 |
| Robust structures by joint ductility U Kuhlmann, L Rolle, JP Jaspart, JF Demonceau, O Vassart, K Weynand, ... European Commission, Bruxelle, Belgium, 2008 | 57 | 2008 |
| Grooves as shear-connectors in timber-concrete composite structures U Kuhlmann, B Michelfelder Proc., 8th World Conf. on Timber Engineering 1, 301-306, 2004 | 55 | 2004 |
| Performance of dowel-type fasteners and notches for hybrid timber structures AMPG Dias, U Kuhlmann, K Kudla, S Mönch, AMA Dias Engineering Structures 171, 40-46, 2018 | 52 | 2018 |
| Interaction behaviour of steel I-girders Part I: Longitudinally unstiffened girders B Kövesdi, J Alcaine, L Dunai, E Mirambell, B Braun, U Kuhlmann Journal of Constructional Steel Research 103, 327-343, 2014 | 50 | 2014 |
| Finite element simulation of slender thin-walled box columns by implementing real initial conditions L Pavlovčič, B Froschmeier, U Kuhlmann, D Beg Advances in Engineering Software 44 (1), 63-74, 2012 | 48 | 2012 |
| Statistical evaluation of the new resistance model for steel plate girders subjected to patch loading E Mirambell, R Chacón, U Kuhlmann, B Braun Steel Construction 5 (1), 10-15, 2012 | 48 | 2012 |
| Effizienter Stahlbau aus höherfesten Stählen unter Ermüdungsbeanspruchung U Kuhlmann Fosta, 2006 | 44 | 2006 |
| Structural systems and rotation capacity U Kuhlmann, JB Davison, M Kattner Proceedings of the international conference COST C1, Control of the semi …, 1998 | 43 | 1998 |
| Interaction behaviour of steel I-girders; part II: Longitudinally stiffened girders B Kövesdi, J Alcaine, L Dunai, E Mirambell, B Braun, U Kuhlmann Journal of Constructional Steel Research 103, 344-353, 2014 | 40 | 2014 |
| Welded connections of high-strength steels for the building industry HP GÜnther, J Hildebrand, C Rasche, V Christian, I Wudtke, U Kuhlmann, ... Welding in the World 56, 86-106, 2012 | 39 | 2012 |
| Grooves as shear connectors for timber-concrete composite decks U Kuhlmann, J Schänzlin Proc., RILEM Conf. on Joints in Timber Structures, 283-290, 2001 | 39 | 2001 |
| Analysis of fatigue test data to reassess EN 1993‐1‐9 detail categories H Bartsch, K Drebenstedt, B Seyfried, M Feldmann, U Kuhlmann, ... Steel Construction 13 (4), 280-293, 2020 | 36 | 2020 |
