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506 hTgeeeoaac References ABAQUS Inc.(2003)ABAQUS/Standard and ABAQUS/CAE Version64. Cr ngin ering design in wood (Limits States Design).Can eting.pape cted to lateral g是506 elven Töreboda Limträ AB for providing the glulam beams and to Mr. Arne Emilsson of Limträteknik AB for the valuable advice he provided. References ABAQUS Inc. (2003) ABAQUS/Standard and ABAQUS/CAE Version 6.4, User Manuals Cramer CO (1968) Load distribution in multiple-bolt tension joints. J Struct Div ASCE 94:1101–1117 CSA O86.1. (2001) Engineering design in wood (Limits States Design). Can Stand Assoc Eurocode 5 (2004) Design of timber structures. EN 1995-1-1:2004(E) Johansen KW (1949) Theory of timber connections. Int Assoc Bridge Struct Eng 9:249–262 Jorissen A (1998) Double shear timber connections with dowel type faste￾ners. Ph.D. thesis, Delft University, Delft, The Netherlands Lantos G (1969) Load distribution in a row of fasteners subjected to lateral load. Wood Sci 1(3):129–136 Masuda M, Tabata K (2001) Theoretical and experimental analyses of frac￾ture of wood in pinned joint using DIC and FSAFC (Finite Small Area Fracture Criterion). Proc Int RILEM Symp, Stuttgart, Germany Pedersen MU, Clorius CO, Damkilde L, Hoffmeyer P, Eskildsen L (1999) Dowel type connections with slotted-in steel plates. Proc CIB W18 Mee￾ting, paper CIB-W18/32-7-8 Quenneville JHP, Mohammad M (2000) On the failure modes and strength of steel-to-timber bolted connections loaded parallel-to-grain. Can J Eng 27:761–773 Ranta-Maunus A, Kevarinmäki A (2003) Reliability of timber structures theory and dowel-type connection failures. Proc CIB W18 Meeting, paper CIB-W18/36-17-1, Colorado, USA Rodd PD (1973) The analysis of timber joints made with circular dowel connectors. Ph.D. thesis, University of Sussex, England Schmid M, Blass HJ, Frasson RPM (2002) Effect of distances, spacing and number of dowels in a row on the load carrying capacity of connec￾tions with dowels failing by splitting. Proc CIB W18 Meeting, paper CIB-W18/31-9-1, Kyoto, Japan Wilkinson TL (1986) Load distribution among bolts parallel to load. J Struct Eng ASCE 112(4):835–852
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