Prediction of bending stiffness and moment carrying capacity of sugi cross-laminated timber

Author:

Okabe Minoru,Yasumura Motoi,Kobayashi Kenji,Fujita Kazuhiko

Publisher

Springer Science and Business Media LLC

Subject

Biomaterials

Reference10 articles.

1. The Building Center of Japan (1988) Design and construction manual of heavy timber glulam structure (in Japanese), pp 177–184

2. FP Innovation (2011) Structural design of cross-laminated timber elements. In: CLT handbook, chap 3, pp 4–25

3. Japanese Agricultural Standards Notice No. 1751 (2008) Plywood. Ministry of Agriculture, Forestry and Fisheries

4. Sibusawa T, Nanami N, Watanabe H, Tanigawa N, Kamiya F (2002) Evaluation for mechanical performance of wood-based structural panels part 7, bending performances of relatively thicker plywood for floor sheathing predicted with parallel layer theory(in Japanese). Summaries of technical papers of Annual Meeting Architectural Institute of Japan, 22003

5. Hirashima Y, Yamamoto Y, Suzuki S (1994) Modeling for the strength of glulam beams and for their probabilistic distributions (in Japanese). Mokuzai Gakkaishi 40(11):1172–1179

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