Fire resistance design of japanese traditional floor-beam assemblies based on the prediction of bending stress in the timber beam - An experimental study

Noboru Yasui; Yuji Hasemi; Hiroyuki Hirai; Keita Watanabe; Mikio Koshihara; Yoshinao Sawano; Atsushi Ogawa; Tadanori Kimura; Koichi Yamamoto

doi:10.3130/aijs.74.1523

Fire resistance design of japanese traditional floor-beam assemblies based on the prediction of bending stress in the timber beam - An experimental study

Noboru Yasui, Yuji Hasemi, Hiroyuki Hirai, Keita Watanabe, Mikio Koshihara, Yoshinao Sawano, Atsushi Ogawa, Tadanori Kimura, Koichi Yamamoto

School of Creative Science and Engineering

Research output: Contribution to journal › Article › peer-review

2 Citations (Scopus)

Abstract

Assessment of the mechanical fire safety performance of Japanese traditional floor amassembliesis conducted by predicting the post fire bending stress of timber beams and validated by full scale 45 minutes furnace tests with specimens of floor beam assembly of different spans and intervals of the beams.The study intends to explore the possibility to widen the application of and to develop the oretical method for the design of traditional wood enconstrtion. It has resulted in the prediction of the fire safety performance of floor-beam assemblies by this method closer to reality than those by the conventional deformation-based assessment.

Original language	English
Pages (from-to)	1523-1529
Number of pages	7
Journal	Journal of Structural and Construction Engineering
Volume	74
Issue number	642
DOIs	https://doi.org/10.3130/aijs.74.1523
Publication status	Published - 2009 Aug

Keywords

Floor
Interval of beam
Loaded fire test
Quasi fire resistance construction
Span of beam
Traditional wooden building

ASJC Scopus subject areas

Architecture
Building and Construction

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10.3130/aijs.74.1523

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Yasui, N., Hasemi, Y., Hirai, H., Watanabe, K., Koshihara, M., Sawano, Y., Ogawa, A., Kimura, T., & Yamamoto, K. (2009). Fire resistance design of japanese traditional floor-beam assemblies based on the prediction of bending stress in the timber beam - An experimental study. Journal of Structural and Construction Engineering, 74(642), 1523-1529. https://doi.org/10.3130/aijs.74.1523

Fire resistance design of japanese traditional floor-beam assemblies based on the prediction of bending stress in the timber beam - An experimental study. / Yasui, Noboru; Hasemi, Yuji; Hirai, Hiroyuki; Watanabe, Keita; Koshihara, Mikio; Sawano, Yoshinao; Ogawa, Atsushi; Kimura, Tadanori; Yamamoto, Koichi.

In: Journal of Structural and Construction Engineering, Vol. 74, No. 642, 08.2009, p. 1523-1529.

Research output: Contribution to journal › Article › peer-review

Yasui, N, Hasemi, Y, Hirai, H, Watanabe, K, Koshihara, M, Sawano, Y, Ogawa, A, Kimura, T & Yamamoto, K 2009, 'Fire resistance design of japanese traditional floor-beam assemblies based on the prediction of bending stress in the timber beam - An experimental study', Journal of Structural and Construction Engineering, vol. 74, no. 642, pp. 1523-1529. https://doi.org/10.3130/aijs.74.1523

Yasui, Noboru ; Hasemi, Yuji ; Hirai, Hiroyuki ; Watanabe, Keita ; Koshihara, Mikio ; Sawano, Yoshinao ; Ogawa, Atsushi ; Kimura, Tadanori ; Yamamoto, Koichi. / Fire resistance design of japanese traditional floor-beam assemblies based on the prediction of bending stress in the timber beam - An experimental study. In: Journal of Structural and Construction Engineering. 2009 ; Vol. 74, No. 642. pp. 1523-1529.

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