期刊文献+

大跨度球壳屋盖风致积雪数值模拟及雪荷载不均匀分布系数研究 被引量:16

Numerical simulation of snow drifting and research on snow uneven distribution coefficient of long-span spherical shell roofs
原文传递
导出
摘要 采用风雪单向耦合方法及单方程雪相模型对大跨度球壳屋盖结构进行风致积雪分析。通过改变风速和矢跨比分别研究屋盖表面积雪和侵蚀沉积量随风速及矢跨比变化的关系。拟合球壳屋盖表面积雪侵蚀量随风速和矢跨比变化的近似公式,建议了球壳屋盖表面雪荷载不均匀分布系数计算式,并与现行建筑结构荷载规范采用的雪荷载不均匀分布系数进行对比。研究结果表明:球壳屋盖表面的积雪侵蚀量与风速呈抛物线关系,与矢跨比呈线性关系;计算得到的球壳屋盖表面的雪荷载不均匀分布系数与ISO国际标准草案规定较为接近。 The snow drifting on long-span spherical shell roofs was simulated by the one-way coupled and singleequation model method. The relation between the erosion or deposition amount and wind velocity,and that between the erosion or deposition amount and the rise-to-span ratio of the roof were studied respectively by changing the wind velocity of the inlet or the rise-to-span ratio only. A fitting formula was suggested to estimate the snow erosion amount according to the wind velocity and rise-to-span ratio of the roof. The uneven distribution coefficient of snow on spherical shell roofs was then derived and compared with those provided by different codes. The results indicate that the snow erosion amount of spherical shell roof varies parabolically with the wind velocity and linearly with the rise-tospan ratio. The uneven distribution coefficient of snow on spherical shell roofs obtained in this paper is relatively close to that provided by the draft regulation of ISO international standards.
作者 李跃 袁行飞
出处 《建筑结构学报》 EI CAS CSCD 北大核心 2014年第10期130-136,共7页 Journal of Building Structures
基金 国家自然科学基金项目(51278461) 浙江省自然科学基金项目(LZ14E080001)
关键词 大跨度球壳屋盖 风致积雪 数值模拟 侵蚀和沉积量 不均匀分布系数 long-span spherical shell roof snow drifting numerical simulation erosion or deposition amount uneven distribution coefficient
  • 相关文献

参考文献4

二级参考文献58

  • 1T SATO, T UEMATSU, T NAKATA, et al. Three dimensional numerical simulation of snowdrift[ J]. Journal of Wind Engineering and Industrial Aerodynamics, 1993,46-47.
  • 2G E LISTON, M STURM. A snow transport model for complex terrain [J]. J. Glaciol, 1998,(148).
  • 3S ALHAJRAF. Computational fluid dynamic modeling of drifting particles at porous fences[J]. Environmental Modelling and Software, 2004,19:163-170.
  • 4J H M BEYERS, P A SUNDSBO, T M HARMS. Numerical simulation of three-dimenslonal, transient snow drifting around a cube [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92 725-747.
  • 5S ALHAJRAF. Computational fluid dynamic modeling of drifting particles at porous fences [ J ]. Environmental Modelling & Software, 2004, 19: 163-170.
  • 6P A SUNDSBO. Numerical simulations of wind deflection fins to control snow accumulation in building steps[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998,74-76.
  • 7GB50009--2001建筑结构荷载规范[S].北京:中国建筑工业出版社,2002.
  • 8PH DELPECH, P PALIER, J GANDEMER. Snowdrifting simulation around Antarctic buildings [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1998,74-76.
  • 9MAJOWIECKI M. Snow and wind experimental analysis in the design of long - span sub - horizontal structures[J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1998:795 - 807.
  • 10KIM D H, KWOK K C S, ROHDE H F. Similitude requirements of snowdrift modeling for Antarctie environment[R]. No. R634, Sydney :The University of Sydney, 1991.

共引文献41

同被引文献95

引证文献16

二级引证文献64

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部