Rotational performance of traditional Nuki joints with gap I: theory and verification

Author:

Chang Wen-Shao,Hsu Min-Fu,Komatsu Kohei

Publisher

Springer Science and Business Media LLC

Subject

Biomaterials

Reference12 articles.

1. Kessel MH, Augustin R (1995) Load behavior of connections with oak pegs. J Timber Framers Guild 38:6–9

2. Parisi MA, Piazza M (2000) Mechanics of plain and retrofitted traditional timber connections. J Struct Eng 126:1395–1403

3. Sandberg LB, Bulleit WM, Reid EH (2000) Strength and stiffness of oak pegs in traditional timber-frame joints. J Struct Eng 126:717–723

4. Kawai N (1996) Column rocking resistance in Japanese traditional timber buildings. In: Proceedings of the International Engineering Conference Volume 1, Japan, pp 186–190

5. Kimura M, Ohashi Y, Fujita K, Sakamoto I (1998) Shaking table test of “Kumimono” of Japanese traditional timber wooden architecture. In: Proceedings of the 10th Japan Earthquake Engineering Symposium, Japan, pp 2475–2480

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