1. Beak HS, Iimura Y (2009) Development of moment resisting joints using threaded steel shaft and drift pin. J Archit Inst Korea Struct Constr 25(8):61-69.
2. Gehloff M, Closen M, Lam F (2010). Reduced edge distances in bolted timber moment connections with per- perpendicular to grain reinforcements. In Proceedings, World Conference on Timber Engineering, Vol. 201.
3. Seismic resilience timber connection-adoption of shape memory alloy tubes as dowels;Huang;Struct Contr Health Monit 24(10),2017
4. Moment resistance performance evaluation of larch glulam joints using GFRP-reinforced laminated plate and GFRP rod;Jung;J Korean Wood Sci Technol 44(1),2016
5. Lam F, Schulte-Wrede M, Yao CC, Gu JJ (2008) Moment resistance of bolted timber connections with perpendicular to grain reinforcements. In Proceedings, 10th World Conference on Timber Engineering (WCTE).