[1] González, J.L., Dominguez, M., Cabezas, J.A., and Rubio, M.P., 2009. Design of Connections with Metal Dowel-Type Fasteners in Double Shear. Materials and Structures, 42: 385-97.
[2] Ebrahimi, Gh., 2009. Engineering Design of Wood Structures. University of Tehran Press, Tehran, IRAN, 991 p. (In Persian).
[3] New Building System, 2009. Building and Housing Research Center, Tehran, IRAN, 220 p. (In Persian)
[4] Thelandersson, S., and Hans, L.J., 2003. Timber Engineering. John Wiley & Sons Ltd, England, 456 p.
[5] Porteous, J., and Kermani, A., 2007. Structural Timber Design to Eurocode 5. Wiley-Blackwell, England, 556 p.
[6] Santos, C., Jesus, A., Morais, and J., Fontoura, B., 2013. An Experimental Comparison of Strengthening Solution for Dowel- Type Wood Connections. Journal of Construction and Building Materials, 46:114–127.
[7] Bazu, G., Mahjourian, S., Wehsener, J., Hartig, J., and Haller, P., 2016. An Analytical, Numerical and Experimental Study of Non- Metallic Mechanical for Engineering Timber Constructions. World Conference on Timber Engineering. Aug.22-25 Vienna, Austria, p 198-209.
[8] Bader,T.K., Schweigler, M., Hochreiner, G., Serrano, E., Enquist, B., and Dorn, M., 2016. Exprimental Characterization of the Global and Local Behavior of Multi- Dowel LVL- Connections under Complex. Materials and Structures, 49: 2407-2424.
[9] Misconel, A., Ballerini, M., and Kuilen, J.W., 2016. Steel- To- Timber Joints of Beech- LVL with Very High Strength Steel Dowels. World Conference on Timber Engineering. Aug.22-25 Vienna, Austria. P 224-239.
[10] Han, Xu.B., Yuan, D.W., Bouchair, A., and Racher, P., 2016. Stiffness of Dowelled Steel- to- Timber Joints. World Conference on Timber Engineering. Aug.22-25 Vienna, Austria. P 303-314.
[11] BSI. Bs En 1995-1-1. 2010. Eurocode 5. Design of timber structures. General. Common rules and rules for buildings BSI.
[12] Reisi, M., Khazaeian, A., and Madhoushi, M., 2018. Investigation of Embedment Strength of Metal Fasteners in Wood Engineered Products and Comparison with EC5 Predicted Values. Iranian Journal of Wood and Paper Industries, 9 (1): 87-101.
[13] Kobel, P., Frangi, A., and Steiger, R., 2016. Timber Trusses Made of European Beech LVL. World Conference on Timber Engineering. Aug.22-25 Vienna, Austria. P 344-359.
[14] Johansen KW. 1949. Theory of timber connections. Int Assoc Bridge Struct Eng, IABSE, 9:249–62.
[15] Schoenmakers, J.C.M., and Jorissen, A. J. M., 2011. Failure Mechanisms of Dowel-Type Fastener Connections Perpendicular to Grain. Engineering Structures, 33(11): 3054-63.
[16] Bader, T., Schweigler, M., Hochreiner, G., Serrano, E., Enquist, B and Dorn, M., 2015. Dowel Deformation in Multi- Dowel LVL- Connections under Moment Loading. Journal of Wood Material Science and Engineering, 3:216–231.
[17] Mischler, A., Prion, H., and Lam, F., 2000. Load-Carrying Behaviour of Steel-to-Timbe Dowel Connection. World conference on timber engineering, July. 31-August 3 Whistler Resort, British Columbia, Canada.
[18] Sandhaas, C., and Kuilen, Jw., 2017. Strength and Stiffness of Timber Joints with Very High Strength Steel Dowels. Engineering Structures, 131: 394- 404.
[19] Brühl, F., Kuhlmann, U., and Jorissen, A., 2011. Consideration of Plasticity within the Design of Timber Structures Due to Connection Ductility. Engineering Structures 33(11): 3007-17.
[20] Wood-based panels. 1993. Determination of density, BS EN 323.
[21] Structural timber. 2013. Sizes, permitted deviations, BS EN 336.
[22] Test methods. 2007. Determination of embedment strength and foundation values for dowel type fasteners, BS EN 38.
[23] Timber structures - Test methods - Load bearing nails, screws, dowels and bolts. 2009. DIN, En 1380.
[24] Edalat, H.R., and Reisi, M., 2018. Performance Improvement of PVAc Glue in Wood Finger Joints by Using Isocyanate as a Hardener. Iranian Journal of Wood and Paper Industries, 9(4): 585- 596.
[25] Test methods. 2009. Determination of the yield moment of dowel type fasteners. BSI, Bs En 409.
[26] BSI. Bs En 26891:1991, Iso 6891. 1983. Joints made with mechanical fasteners. General principles for the determination of strength and deformation characteristics.