A STUDY ON SNOW-LOAD OF TAJIMA DOME

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  • KURAHASHI Isao
    Mitsubishi Heavy Industries Co. Ltd. Nagasaki Research & Development Center Fluid Dynamics Laboratory
  • TOMABECHI Tsukasa
    Hokkaido Institute of Technology Architectural Engineering Department
  • NAGATA Kaoru
    Mitsubishi Heavy Industries Co. Ltd. Kobe Shipyard & Machinery Work Steel Structure Department
  • FUKIHARA Masaaki
    Mitsubishi Heavy Industries Co. Ltd. Kobe Shipyard & Machinery Work Steel Structure Department Project Pranning Section
  • TANABE Shinichi
    Mitsubishi Heavy Industries Co. Ltd. Kobe Shipyard & Machinery Work Steel Structure Department Project Planning Section
  • HONDA Akihiro
    Mitsubishi Heavy Industries Co. Ltd. Nagasaki Research & Development Center Fluid Dynamics Laboratory

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Other Title
  • (仮称)但馬ドームの積雪荷重の検討
  • カショウ タジマ ドーム ノ セキセツ カジュウ ノ ケントウ

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Abstract

The Tajima dome (a tentative name) is to be build in Hyogo prefecture, with 59.4 m in height and its roof is 75m long. The roof is movable roof type and consist of materials 4 fluoride ethylene resin coating glass fiber cloth, fixed roof section are gal barium fluorine steel plate. This area belongs to a heavy snowfall area, and due to Japan architecture society building load indicator/the commentary (1993), reproduction expected snow depth value becomes 2.91 m in 100 year return period. Accordingly evaluation of snow load on the roof become a big problem. From such background, This paper analyze the weather data, and the rational roof snow load estimate by new method of Tajima Dome.

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