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 | 203 | 2015 |
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 | 111 | 2010 |
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 | 92 | 2001 |
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 | 85 | 2006 |
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 | 77 | 2003 |
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 | 74 | 2001 |
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 | 74 | 1994 |
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 | 72 | 2009 |
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 | 71 | 1995 |
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 | 69 | 1995 |
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 | 57 | 2016 |
Bending creep performance of modified timber H Epmeier, M Johansson, R Kliger, M Westin Holz als Roh-und Werkstoff 65 (5), 343-351, 2007 | 56 | 2007 |
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 | 54 | 1995 |
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 | 53 | 2007 |
Influence of material characteristics on warp in Norway spruce studs M Johansson, R Kliger Wood and Fiber Science, 325-336, 2002 | 49 | 2002 |
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 | 45 | 2014 |
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 | 45 | 2006 |
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 | 44 | 2008 |
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 | 44 | 1998 |
Assessment of density in timber using X-ray equipment T Lechner, Y Sandin, R Kliger International Journal of Architectural Heritage 7 (4), 416-433, 2013 | 37 | 2013 |