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

*この研究の対応する著者

研究成果: Article査読

3 被引用数 (Scopus)

抄録

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.

本文言語English
ページ(範囲)1523-1529
ページ数7
ジャーナルJournal of Structural and Construction Engineering
74
642
DOI
出版ステータスPublished - 2009 8月

ASJC Scopus subject areas

  • 建築
  • 建築および建設

フィンガープリント

「Fire resistance design of japanese traditional floor-beam assemblies based on the prediction of bending stress in the timber beam - An experimental study」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル