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山村低矮双坡屋面建筑风致响应比较研究

Research on comparison of wind-induced response at double-slope roof buildings of low building at villages
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摘要 根据调查分析,建立单层双坡屋面建筑和两层双坡屋顶建筑的数值模型,模拟在主导风向下建筑风荷载的影响。通过与现有建筑结构规范的比较,得出了低矮房屋的风压分布系数的最大正负压系数,并指出屋顶负压区分布面积较大。 According to the analysis of the investigation,the paper establishes the the numeric models of the single-layer double-slope roof building and the double-layer and double-slope roof buildings,stimulates the influence of the building wind loading under the dominated wind direction,achieves the maximum positive and negative pressure coefficient of the wind pressure distribution coefficient of the low buildings,compared with the current architectural structure regulation,and points out the distribution coverage of the negative area of the roof is larger,so as to provide the direction for the engineering design.
出处 《山西建筑》 2012年第24期54-56,共3页 Shanxi Architecture
关键词 低矮建筑 坡屋面 风压分布 体形系数 low building slope roof wind pressure distribution shape coefficient
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参考文献4

  • 1孙炳楠,傅国宏.94年17号台风对温州民房破坏的调查[A].第七届结构风效应学术会议论文[C].1995:19-23.
  • 2GB50009-2001,建筑结构荷栽规范(2006版)[S].
  • 3黄本才,汪丛军.结构抗风分析原理及应用[M].第2版.上海:同济大学出版社,2008.
  • 4Davenport A G. The Relationship of Wind Structure to Wind Loading [ C ].//proc. of the Symposium on Wind Effect on Building and Structures. London :1965 : 54-102.

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