日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
薄板金属屋根工法の耐風性能解析及び評価に関する研究 : スタンディングシーム葺屋根工法の耐風性能に関する近似解法導出と検証
飛田 春雄
著者情報
ジャーナル フリー

2002 年 8 巻 16 号 p. 27-30

詳細
抄録
An approximate analytical solution on wind resistance performance forst anding seam roof construction, which is made of 0.6mm thick fluorine contained resin plate, is developed by using the method of applying a catenary on the curved line representing floating up height of roof construction due to wind pressure. From comparison between the test result of wind resistance and that of finite element method for verification on the above solution, it is confirmed that the solution can provide estimated values on the displacement of roofing materials due to wind pressure with high accuracy. The value from the solution sufficiently coincides with the value tested particularly within the range of wind pressure from 2,000N/m^2 to 5,000N/m^2. Therefore, it has been confirmed that this method is effective for the analytical solution for wind resistance of standing seam roof of 0.6mm thick fluorine contained resin plate.
著者関連情報
© 2002 日本建築学会
前の記事 次の記事
feedback
Top