Seguir
Robert Kliger
Robert Kliger
Professor in Steel and timber structures, Chalmers university of technology
Dirección de correo verificada de chalmers.se
Título
Citado por
Citado por
Año
FRP reinforcement of timber structures
KU Schober, AM Harte, R Kliger, R Jockwer, Q Xu, JF Chen
Construction and building materials 97, 106-118, 2015
1942015
Performance of steel beams strengthened with CFRP laminate–Part 1: Laboratory tests
D Linghoff, M Al-Emrani, R Kliger
Composites Part B: Engineering 41 (7), 509-515, 2010
1112010
Distortion of Norway spruce timber Part 1. Variation of relevant wood properties: Part 1. Variation of relevant wood properties
M Perstorper, M Johansson, R Kliger, G Johansson
Holz als Roh-und Werkstoff 59, 94-103, 2001
902001
Analysis of interfacial shear stresses in beams strengthened with bonded prestressed laminates
M Al-Emrani, R Kliger
Composites Part B: Engineering 37 (4-5), 265-272, 2006
842006
FE analysis of stringer-to-floor-beam connections in riveted railway bridges
M Al-Emrani, R Kliger
Journal of Constructional Steel Research 59 (7), 803-818, 2003
752003
Distortion of Norway spruce timber Part 2. Modelling twist: Part 2. Modelling twist
M Johansson, M Perstorper, R Kliger, G Johansson
Holz als Roh-und Werkstoff 59, 155-162, 2001
742001
Quality of structural timber-product specification system required by end-users
G Johansson, R Kliger, M Perstorper
European Journal of Wood and Wood Products 52 (1), 42-48, 1994
731994
Interfacial stress analysis of geometrically modified adhesive joints in steel beams strengthened with FRP laminates
R Haghani, M Al-Emrani, R Kliger
Construction and Building Materials 23 (3), 1413-1422, 2009
722009
Quality of timber products from Norway spruce: Part 1. Optimization, key variables and experimental study
M Perstorper, PJ Pellicane, IR Kliger, G Johansson
Wood Science and Technology 29, 157-170, 1995
711995
Quality of timber products from Norway spruce: Part 3. Influence of spatial position and growth characteristics on bending stiffness and strength
IR Kliger, M Perstorper, G Johansson, PJ Pellicane
Wood Science and Technology 29, 397-410, 1995
691995
Bending creep performance of modified timber
E Hannah, M Johansson, R Kliger, W Mats
European Journal of Wood and Wood Products 65 (5), 343-351, 2007
552007
Quality of timber products from Norway spruce: Part 2. Influence of spatial position and growth characteristics on warp
M Perstorper, PJ Pellicane, IR Kliger, G Johansson
Wood Science and Technology 29, 339-352, 1995
541995
Material properties and their interrelation in chemically modified clear wood of Scots pine
H Epmeier, M Johansson, R Kliger, M Westin
Walter de Gruyter 61 (1), 34-42, 2007
532007
Wood-based beams strengthened with FRP laminates: improved performance with pre-stressed systems
IR Kliger, R Haghani, M Brunner, AM Harte, KU Schober
European Journal of Wood and Wood Products 74, 319-330, 2016
522016
Influence of material characteristics on warp in Norway spruce studs
M Johansson, R Kliger
Wood and Fiber Science, 325-336, 2002
482002
In situ assessment of the timber floor structure of the Skansen Lejonet fortification, Sweden
T Lechner, T Nowak, R Kliger
Construction and Building Materials 58, 85-93, 2014
452014
Experimental and numerical investigation of the behaviour and strength of composite steel-CFRP members
M Al-Emrani, R Kliger
Advances in Structural engineering 9 (6), 819-831, 2006
452006
Bending properties of Norway spruce timber. Comparison between fast-and slow-grown stands and influence of radial position of sawn timber
IR Kliger, M Perstorper, G Johansson
Annales des sciences forestières 55 (3), 349-358, 1998
441998
Strengthening timber with CFRP or steel plates–short and long-term performance
R Kliger, M Johansson, R Crocetti, M Al-Emrani
Proceedings of world conference on timber engineering, Miyazaki, Japan, 2008
432008
Experimental study of material properties of modified Scots pine
E Hannah, R Kliger
European Journal of Wood and Wood Products 63 (6), 430-436, 2005
372005
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20