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Glulam columns made of European beech timber: compressive strength and stiffness parallel to the grain, buckling resistance and adaptation of the effective-length method according to Eurocode 5
Ehrhart, T., Steiger, R., Palma, P., Gehri, E., & Frangi, A. (2020). Glulam columns made of European beech timber: compressive strength and stiffness parallel to the grain, buckling resistance and adaptation of the effective-length method according to Eurocode 5. Materials and Structures, 53(4), 91 (12 pp.). https://doi.org/10.1617/s11527-020-01524-6
Performance of self-tapping screws and threaded steel rods in shear reinforcement of glulam beams
Jockwer, R., & Steiger, R. (2016). Performance of self-tapping screws and threaded steel rods in shear reinforcement of glulam beams. In J. Eberhardsteiner, W. Winter, A. Fadai, & M. Pöll (Eds.), Proceedings of the World Conference on Timber Engineering (WCTE 2016) (p. (10 pp.). TU Verlag.
Bending strength and stiffness of glulam beams made of thermally modified beech timber
Beikircher, W., Widmann, R., Cabo, J. L. F., & Steiger, R. (2014). Bending strength and stiffness of glulam beams made of thermally modified beech timber. In S. Aicher, H. W. Reinhardt, & H. Garrecht (Eds.), Rilem Bookseries: Vol. 9. Materials and joints in timber structures (pp. 569-576). https://doi.org/10.1007/978-94-007-7811-5_52
Strengthening with wood and wood based panels
Widmann, R. (2014). Strengthening with wood and wood based panels. In B. Franke & S. Franke (Eds.), COST workshop – highly performing timber structures: reliability, assessment, monitoring and strengthening (pp. 111-115). Bern University of Applied Sciences, Institute for Timber Construction, Structures and Architecture.
Environmental-friendly footbridge made of CFRP, GFRP and timber
Meier, U., Brönnimann, R., Widmann, R., Winistörfer, A., Irniger, P., & Deuring, M. (2013). Environmental-friendly footbridge made of CFRP, GFRP and timber (pp. 6260-6267). Presented at the 19th international conference on composite materials (ICCM19). .
Combination of timber, CFRP and GFRP for the design and construction of a bowstring arch bridge
Widmann, R., & Meier, U. (2013). Combination of timber, CFRP and GFRP for the design and construction of a bowstring arch bridge (pp. 106-113). Presented at the 2nd international conference on timber bridges. .
Influence of wood properties and bonding parameters on bond durability of European Beech (<I>Fagus sylvatica</I> L.) glulams
Ohnesorge, D., Richter, K., & Becker, G. (2010). Influence of wood properties and bonding parameters on bond durability of European Beech (Fagus sylvatica L.) glulams. Annals of Forest Science, 67(6), 601 (10 pp.). https://doi.org/10.1051/forest/2010002
Design, construction and monitoring of a bowstring arch bridge made exclusively of timber, CFRP and GFRP
Widmann, R., Meier, U., Brönnimann, R., Irniger, P., & Winistörfer, A. (2010). Design, construction and monitoring of a bowstring arch bridge made exclusively of timber, CFRP and GFRP (p. (6 pp.). Presented at the 11th world conference on timber engineering (WCTE 2010). .
Hydroxymethylated resorcinol (HMR) and novolak-based HMR (n-HMR) primers to enhance bond durability of <I>Eucalyptus globulus</I> Glulams
López-Suevos, F., & Richter, K. (2009). Hydroxymethylated resorcinol (HMR) and novolak-based HMR (n-HMR) primers to enhance bond durability of Eucalyptus globulus Glulams. Journal of Adhesion Science and Technology, 23(15), 1925-1937. https://doi.org/10.1163/016942409X12508517390914
Pull-out strength of axially loaded steel rods bonded in glulam parallel to the grain
Steiger, R., Gehri, E., & Widmann, R. (2007). Pull-out strength of axially loaded steel rods bonded in glulam parallel to the grain. Materials and Structures, 40(1), 69-78. https://doi.org/10.1617/s11527-006-9111-2