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

    1 引用 (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.

    元の言語English
    ページ(範囲)637-646
    ページ数10
    ジャーナルJournal of Environmental Engineering (Japan)
    83
    発行部数750
    DOI
    出版物ステータスPublished - 2018 8 1

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    Fire resistance
    Timber
    Earthquakes
    Clay
    Wooden construction
    Fires
    Wooden buildings
    Seismic design
    Wood
    Soils

    ASJC Scopus subject areas

    • Environmental Engineering

    これを引用

    Verification of the post-earthquake fire resistance of traditional timber frame clay wall designed for large-scale buildings. / Kikuchi, Daigoro; Hasemi, Yuji; Yasui, Noboru; Kaku, Chihiro; Kimura, Tadanori; Yokouchi, Hajime; Takada, Mineyuki.

    :: Journal of Environmental Engineering (Japan), 巻 83, 番号 750, 01.08.2018, p. 637-646.

    研究成果: Article

    Kikuchi, Daigoro ; Hasemi, Yuji ; Yasui, Noboru ; Kaku, Chihiro ; Kimura, Tadanori ; Yokouchi, Hajime ; Takada, Mineyuki. / Verification of the post-earthquake fire resistance of traditional timber frame clay wall designed for large-scale buildings. :: Journal of Environmental Engineering (Japan). 2018 ; 巻 83, 番号 750. pp. 637-646.
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