Experimental study and finite element modelling of Japanese “Nuki” joints — Part one: Initial stress states subjected to different wedge configurations

Author:

Guan Z.W.,Kitamori A.,Komatsu K.

Publisher

Elsevier BV

Reference13 articles.

1. Kataoka Y. Characteristics and structural evaluation of japanese traditional wooden frame structures. In: Proceedings of international timber engineering conference, vol. 1. 1990. p. 645–50

2. Kataoka Y. Improved nonlinear analysis and dynamic characteristics of post and beam structures. In: Proceedings of international timber engineering conference, vol. 4. 1991. p. 299–306

3. Kataoka Y. Japanese traditional wooden structures and its structural characteristics. In: Kikuchi S, Ohmsha, editors. Architectural wooden structures; 2001. p. 198–212 [in Japanese]

4. Kitamori A, Kato Y, Kataoka Y, Komatsu K. Effect on the degree of wedge fixation on the rotational behavior of beam–column “nuki” timber joint. In: Proceedings of world conference on timber engineering, vol. 1. 2002. p. 165–72

5. ABAQUS/Standard user manual, Version 6.1;HKS,2000

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