窗上风荷载的数值模拟。高层方形平面建筑的验证

Oleg Goryachevsky
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引用次数: 0

摘要

本文介绍了矩形建筑窗户组件平均压力系数和峰值压力系数的数值模拟和实验结果。研究了在ANSYS Fluent中实现的SST和GEKO k-ω湍流模型的适用性。一个简单的稳态方法来确定峰值风压,利用湍流动能计算,被证明是足够的实际目的。并与俄罗斯建筑规范中给出的压力系数值进行了比较分析。所得结果可用于典型建筑窗构件的设计。
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NUMERICAL MODELLING OF WIND LOADS ON WINDOWS. VALIDATION FOR A HIGH-RISE SQUARE PLAN BUILDING
This paper presents the results of numerical and experimental modelling of mean and peak pressure coefficients for window assemblies on a rectangular building. The applicability of the SST and GEKO k-ω turbulence models implemented in ANSYS Fluent is investigated. A simple steady-state method for determining the peak wind pressures, which utilizes the turbulence kinetic energy calculation, is shown to be sufficient for practical purposes. A comparative analysis with the values of pressure coefficients given in the Russian building code is carried out. The obtained results can be used in the design of window assemblies of typical buildings.
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来源期刊
CiteScore
0.80
自引率
0.00%
发文量
43
审稿时长
4 weeks
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