1Sawata K.,Sasaki T.,Kanetaka S.Estimation of shear strength of dowel-type timber connections with multiple slotted-in steel plates by European yield theory[J].J Wood Science,2006.
2Sj O..din J·Serrano E.A numerical study of methods to predict the capacity of multiple steel-timber dowel joints[J].Holz Roh Werkst.2008(66).
3Xu B.H,Bouchair A,Taazount M,Vega EJ.Numerical and experimenta lanalysesofmultiple-dowelsteel-to-timberjointsintensionperpendicu-lar tograin[J].EngineeringStructures,2009.
8Jorissen A. Double shear timber connections with dowel type fasteners[D].Delft:Delft University,1998.
9Quenneville J H P,Mohammad M. On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain[J].Canadian Journal of Civil Engineering,2000,(04):761.doi:10.1139/l00-020.
10Gattesco N,Toffolo I. Experimental study on multiple-bolt steel-to-timber tension joints[J].Materials & Structures,2004,(02):129.
