Shear resistance and failure modes of nailed joints loaded perpendicular to the grain

Author:

Sawata Kei,Shigemoto Yosuke,Hirai Takuro,Koizumi Akio,Sasaki Yoshihisa

Publisher

Springer Science and Business Media LLC

Subject

Biomaterials

Reference14 articles.

1. Architectural Institute of Japan (2006) Standard for structural design of timber structures (in Japanese). Architectural Institute of Japan, Tokyo, pp 266–278

2. Hirai T (1987) Basic properties of mechanical wood-joints1. Load–slip curves of nailed wood-plywood joints (1) (in Japanese). Res Bull Hokkaido Univ For 44:1307–1328

3. Kamiya F, Oshiumi S (1989) Lateral loading tests of plywood-lumber nailed joints and proposed allowable lateral capacity (in Japanese). Mokuzai Gakkaishi 35:313–319

4. Hirai T, Ando Y, Ueda K (1991) Lateral resistances and fracture modes of nailed timber joints I (in Japanese). Mokuzai Gakkaishi 37:1157–1166

5. Blass HJ (1994) Characteristic strength of nailed joints. For Prod J 44:33–39

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