Influence of crossing-beam shoulder and wood species on moment-carrying capacity in a Korean traditional dovetail joint

Author:

Pang Sung-Jun,Oh Jung-Kwon,Park Chun-Young,Lee Jun-Jae

Publisher

Springer Science and Business Media LLC

Subject

Biomaterials

Reference18 articles.

1. Chang WS, Shanks J, Kitamori A, Komatsu K (2009) The structural behaviour of timber joints subjected to bi-axial bending. Earthq Eng Struct Dyn 38:739–757

2. Han SR, Lee JJ (2006) Mechanical performance of Korean traditional wooden building of the column-girder tenon-joint by joint type. In: Proceedings of the 9th world conference on timber engineering. August 6–10, 2006, Portland, OR, USA, p 294

3. Nakao M, Gotou M, Suzuki Y (2010) Experimental study on pullout strength of mortise-tenon joint with pin subjected to bending moment. In: Proceedings of the 11th world conference on timber engineering. June 2–5, 2008, Miyazaki, Japan, pp 303–304

4. Seo JM, Choi IK, Lee JR (1999) Static and cyclic behavior of wooden frames with tenon joints under lateral load. J Struct Eng ASCE 125:344–349

5. Shim KB, Park JS, Yeo HM, Kim YI, Han JS (2006) Modernization of traditional Korean building systems with engineering methods. In: Proceedings of the 9th world conference on timber engineering. August 6–10, 2006, Portland, OR, USA, p 246

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