Wind force coefficients for designing free-standing canopy roofs

Y. Uematsu, E. Iizumi, T. Stathopoulos

研究成果: Conference contribution

1 被引用数 (Scopus)

抄録

Wind loads on free-standing canopy roofs have been studied experimentally. Three types of roof geometries, i.e. gable, troughed and mono-sloped roofs were tested. Wind pressures were measured simultaneously at many points both on the top and bottom surfaces of the roof model for various wind directions. Based on the results for the most critical positive and negative peak pressure coefficients irrespective of wind direction, the wind force coefficients for the design of cladding and its immediately supporting structures are proposed. Correlation between the wind force and moment coefficients is investigated, and appropriate wind force coefficients for the design of main wind force resisting systems are proposed. Axial forces in the columns supporting the roof are regarded as the most important load effect. Two loading patterns causing maximum tension and compression of columns are considered.

本文言語English
ホスト出版物のタイトルEACWE 2005 - 4th European and African Conference on Wind Engineering
ページ326-327
ページ数2
出版ステータスPublished - 2005
外部発表はい
イベント4th European and African Conference on Wind Engineering, EACWE 2005 - Prague, Czech Republic
継続期間: 2005 7月 112005 7月 15

出版物シリーズ

名前EACWE 2005 - 4th European and African Conference on Wind Engineering

Other

Other4th European and African Conference on Wind Engineering, EACWE 2005
国/地域Czech Republic
CityPrague
Period05/7/1105/7/15

ASJC Scopus subject areas

  • 再生可能エネルギー、持続可能性、環境

フィンガープリント

「Wind force coefficients for designing free-standing canopy roofs」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