Verification of the post-earthquake fire resistance of traditional timber frame clay wall designed for large-scale buildings

Daigoro Kikuchi, Yuji Hasemi, Noboru Yasui, Chihiro Kaku, Tadanori Kimura, Hajime Yokouchi, Mineyuki Takada

研究成果: Article査読

1 被引用数 (Scopus)

抄録

Influence of horizontal loading on the fire resistance of wood/soil wall qualified as Quasi-fireproof Construction is verified against loaded fire tests after racking tests with maximum deformation angles, 1/100 and 1/50 radians, by comparing with fire test without racking test. It resulted in virtually no reduction of the fire resistance by the maximum deformation angle 1/100 radians, normally assumed for the seismic design of low-rise wooden buildings, and 5% reduction by the maximum deformation angle 1/50 radians, showing better robustness of the fire resistance against earthquake than popular modern wooden constructions.

本文言語English
ページ(範囲)637-646
ページ数10
ジャーナルJournal of Environmental Engineering (Japan)
83
750
DOI
出版ステータスPublished - 2018 8

ASJC Scopus subject areas

  • 環境工学

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