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Wind-induced response of open type hyperbolic-parabolic membrane structures

  • Xu, Junhao (Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, State Key Laboratory for Geomechanics and Deep Underground Engineering, Jiangsu Collaborative Innovation Center for Building Energy Saving and Construction Technology, China University of Mining and Technology) ;
  • Zhang, Yingying (Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, State Key Laboratory for Geomechanics and Deep Underground Engineering, Jiangsu Collaborative Innovation Center for Building Energy Saving and Construction Technology, China University of Mining and Technology) ;
  • Zhang, Lanlan (School of Architectural Engineering Management, Jiangsu Institute of Architecture and Technology) ;
  • Wu, Meng (Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, State Key Laboratory for Geomechanics and Deep Underground Engineering, Jiangsu Collaborative Innovation Center for Building Energy Saving and Construction Technology, China University of Mining and Technology) ;
  • Zhou, Yi (School of Civil Engineering, Southwest Jiaotong University) ;
  • Lei, Ke (China Construction Eighth Engineering Divisions Corp. Ltd) ;
  • Zhang, Qilin (College of Civil Engineering, Tongji University)
  • Received : 2019.04.09
  • Accepted : 2020.06.13
  • Published : 2020.10.25

Abstract

In this paper, the mechanical characteristics of the open type hyperbolic-parabolic membrane structure under wind load were investigated. First, the numerical simulation of a typical plane membrane structure was performed based on the Large-Eddy Simulation method. The accuracy of the simulation method was validated by the corresponding wind tunnel test results. Then, the wind load shape coefficients of open type hyperbolic-parabolic membrane structures are obtained from the series of numerical calculations and compared with the recommended values in the "Technical Specification for Membrane Structures (CECS 158: 2015). Finally, the influences of the wind directions and wind speeds on the mean wind pressure distribution of open type hyperbolic-parabolic membrane structures were investigated. This study aims to gain a better understanding of the wind-induced response for this type of structure and be useful to engineers and researchers.

Keywords

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