郑怡彤, 吴倩云, 贾娅娅, 刘小兵. 考虑周边建筑影响的大跨煤棚风荷载体型系数研究[J]. 工程力学, 2021, 38(S): 72-76. DOI: 10.6052/j.issn.1000-4750.2020.05.S014
引用本文: 郑怡彤, 吴倩云, 贾娅娅, 刘小兵. 考虑周边建筑影响的大跨煤棚风荷载体型系数研究[J]. 工程力学, 2021, 38(S): 72-76. DOI: 10.6052/j.issn.1000-4750.2020.05.S014
ZHENG Yi-tong, WU Qian-yun, JIA Ya-ya, LIU Xiao-bing. STUDY ON SHAPE FACTOR OF WIND LOAD OF LARGE-SPAN COAL SHED CONSIDERING THE INFLUENCE OF SURROUNDING BUILDINGS[J]. Engineering Mechanics, 2021, 38(S): 72-76. DOI: 10.6052/j.issn.1000-4750.2020.05.S014
Citation: ZHENG Yi-tong, WU Qian-yun, JIA Ya-ya, LIU Xiao-bing. STUDY ON SHAPE FACTOR OF WIND LOAD OF LARGE-SPAN COAL SHED CONSIDERING THE INFLUENCE OF SURROUNDING BUILDINGS[J]. Engineering Mechanics, 2021, 38(S): 72-76. DOI: 10.6052/j.issn.1000-4750.2020.05.S014

考虑周边建筑影响的大跨煤棚风荷载体型系数研究

STUDY ON SHAPE FACTOR OF WIND LOAD OF LARGE-SPAN COAL SHED CONSIDERING THE INFLUENCE OF SURROUNDING BUILDINGS

  • 摘要: 为了研究周边建筑对大跨煤棚风荷载体型系数的影响,以某发电厂大跨度煤棚工程项目为背景,采用计算流体力学(CFD)的方法,模拟了4个典型来流风向下结构表面的风荷载体型系数云图。研究了有干扰和无干扰、多干扰和少干扰条件对煤棚风荷载体型系数的影响。结果表明:最大正体型系数出现在结构表面的迎风面,周边干扰使最大正体型系数减小,在一定风向下出现分块现象;最大负体型系数出现在结构顶部或上表面迎风侧的前缘,周边干扰对最大负体型系数的削弱作用较小。

     

    Abstract: In order to study the influence of surrounding buildings on the shape factor of wind loading of a large-span coal shed, the shape factor of wind loading under four typical incoming wind directions have been carried out through the computational fluid dynamics (CFD) method, which is based on a large-span coal shed project in a power plant as the background. The influence of interference and of no interference, of more interference, and of less interference conditions on the shape factor of wind loading for a large-span coal shed is studied. The study results show that: the maximum positive shape factor of wind loading appears on the windward surface of the structure surface; the surrounding interference makes it decreased and blocked under the certain wind directions; the largest negative shape factor of wind loading appears on the top of the structure or the leading edge of the upper surface on the windward side; the surrounding interference has a weaker effect on the maximum negative shape factor of wind loading.

     

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