EMBEDDING BEHAVIORS OF A DOWELLED CONNECTION IN STRUCTURAL GLULAM TIMBERS AT HIGH TEMPERATURE
Author:
Affiliation:
1. Graduate School of Science and Engineering, Chiba Univ.
2. Graduate School of Engineering, Chiba Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/87/795/87_498/_pdf
Reference13 articles.
1. 1) Architectural Institute of Japan: Standard for Structural Design of Timber Structures, 2006 (in Japanese) 日本建築学会:木質構造設計規準・同解説, 2006
2. 2) EN1995-1-2: Eurocode5: Design of timber structures – Part 1-2: General-Structural fire design, 2004
3. 3) K. Sawata, M. Yasumura: Determination of embedding strength of wood for dowel-type fasteners, J Wood Sci, Vol.48, pp.138-146, 2002.4
4. 4) Architectural Institute of Japan: Design Manual for Engineered Timber Joints, 2009 (in Japanese) 日本建築学会:木質構造接合部設計マニュアル, 2009
5. 5) C. Maraveas, K. Miamis and Ch. E. Matthaiou: Performance of Timber Connections Exposed to Fire: A Review, Fire Technology, Vol. 51 Issue 6, pp.1401-1432, 2015.11
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