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Simulation of large eddy of wind load on a long-span complex roof structure

  • Chunling Lu
  • , Qiusheng Li
  • , Shenghong Huang
  • , Fubin Chen
  • , Xueyi Fu
  • , Ming Guo

Research output: Journal Publications and ReviewsRGC 22 - Publication in policy or professional journal

Abstract

A new inflow turbulence generator called discretizing and synthesizing random flow generation technique is applied to simulate the actual inflow boundary conditions of turbulent flow field. A new one-equation dynamic subgrid scale (SGS) model is adopted for the present large eddy simulations. The mean pressures and fluctuating pressures on the roof of the Shenzhen new railway station are calculated based upon the paralleled technology of Fluent 6.3 software platform under the linux system. The computational results are compared with the wind tunnel test results. It is found that the numerical simulations can predict the wind pressure distributions and overall good agreement is achieved between the computed wind pressure coefficients and the corresponding model test results. Hence, it is concluded that the DSRFG method and the new one-equation SGS model is an effective tool for predicting the wind loads of huge and irregularly shaped buildings.
Original languageEnglish
Pages (from-to)1-10
JournalTumu Gongcheng Xuebao/China Civil Engineering Journal
Volume44
Issue number1
Publication statusPublished - Jan 2011

Research Keywords

  • Large eddy simulation
  • Large-span roof structure
  • Numerical simulation
  • Railway station
  • Wind load

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