Ulrike Kuhlmann
Ulrike Kuhlmann
Email confirmado em - Página inicial
Citado por
Citado por
Definition of flange slenderness limits on the basis of rotation capacity values
U Kuhlmann
Journal of Constructional Steel Research 14 (1), 21-40, 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
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
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
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
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
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
Robust structures by joint ductility
U Kuhlmann, L Rolle, JP Jaspart, JF Demonceau, O Vassart, K Weynand, ...
European Commission, Bruxelle, Belgium, 2008
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
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
Grooves as shear-connectors in timber-concrete composite structures
U Kuhlmann, B Michelfelder
Proc., 8th World Conf. on Timber Engineering 1, 301-306, 2004
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
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
Effizienter Stahlbau aus höherfesten Stählen unter Ermüdungsbeanspruchung
U Kuhlmann
Fosta, 2006
Structural systems and rotation capacity
U Kuhlmann, JB Davison, M Kattner
Proceedings of the international conference COST C1, Control of the semi …, 1998
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
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
Grooves as shear connectors for timber-concrete composite decks
U Kuhlmann, J Schänzlin
Proc., RILEM Conf. on Joints in Timber Structures, 283-290, 2001
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
Slim‐floor construction–design for ultimate limit state
D Lam, X Dai, U Kuhlmann, J Raichle, M Braun
Steel Construction 8 (2), 79-84, 2015
O sistema não pode efectuar a operação agora. Tente mais tarde.
Artigos 1–20