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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
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