EXPERIMENTAL STUDY ON FIRE PERFORMANCE OF GLULAM TIMBER FRAMES (PART 3): INFLUENCE OF ROTATIONAL RESISTANCE OF DOWEL-TYPE CONNECTIONS ON FIRE PERFORMANCE OF TIMBER FRAMES

Author:

NAKAYAMA Yukito1,KIKUCHI Takayuki2,YOTSUMOTO Naoya3,KAWARABAYASHI Futa4,TOTSUKA Marina5,HIRASHIMA Takeo5

Affiliation:

1. Graduate School of Science and Engineering, Chiba Univ.

2. Graduate School of Science and Engineering, Chiba Univ. / Faculty of Engineering, Chiba Univ.

3. General Building Research Corporation of Japan

4. Kumagai Gumi Co., Ltd.

5. Graduate School of Engineering, Chiba Univ.

Publisher

Architectural Institute of Japan

Reference17 articles.

1. 1) Architectural Institute of Japan: Standard for Structural Design of Timber Structures, 2015. 日本建築学会:木質構造設計規準・同解説, 2015.

2. 2) Architectural Institute of Japan: Design Manual for Engineered Timber Joints, 2015. 日本建築学会:木質構造接合部設計マニュアル, 2015.

3. 3) P. Palma, A. Frangi, E. Hugi, P. Cachim, H. Cruz: Fire resistance tests on beam–to–column shear connections, Journal of Structural Fire Engineering, Vol. 7, No. 1, pp. 41-57, 2016 (DOI: https://doi.org/10.1108/JSFE-03-2016-004 ).

4. 4) 日本集成材工業協同組合:準耐火構造における接合部等の合理的な防火設計の整備報告書, H22 国土交通省木造住宅・木造建築物等の整備促進に関する技術基盤強化事業, 2012. 4.

5. 5) T. Nagaoka, M. Kobayashi, A. Hanai, T. Naruse, J. Suzuki, K. Kagiya: Development of wood-beam joints with 90-minute quasi-fire-resistance- Part 1 Loading heating test, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 235-236, 2020.9. 長岡勉, 小林道和, 花井厚周, 成瀬友宏, 鈴木淳一, 鍵屋浩司:90 分準耐火性能を有する木現し柱梁接合部の開発(その 1)載荷加熱実験, 日本建築学会大会学術講演梗概集, 防火, pp. 235-236, 2020. 9.

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