PEAK WIND PRESSURE AND PEAK WIND FORCE COEFFICIENTS FOR FACADE DESIGN ON HOUSE ROOFS

DOI

Bibliographic Information

Other Title
  • 住宅屋根の外装材用ピーク外圧・風力係数の特性

Description

The Building Standard Law of Japan and Recommendations for Loads on Buildings have no design pressure and force coefficients for hip roofs and eaves. In order to investigate these pressure and force coefficients for low-rise buildings (dwelling house), a series of boundary layer wind tunnel tests was executed by six organizations as a part of the committee activity consigned by the Ministry of Land, Infrastructure, Transport and Tourism. In the series of wind tunnel tests, wind pressures on gable roofs and hip roofs were evaluated with four roof-angles and two overhanging depths of eaves, including cases without eaves and flat roofs. As the test results, the peak pressure coefficients of roof surface and peak force coefficients of eaves/peak pressure coefficients of back eaves for facade design were mainly discussed in this paper.

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Keywords

Details 詳細情報について

  • CRID
    1390282680570791680
  • NII Article ID
    130005021426
  • DOI
    10.14887/kazekosymp.21.0.333.0
  • Text Lang
    ja
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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