Structural Analysis of the Bolting Truss-column of Substation
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TU391

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    Abstract:

    Compared with the traditional welding truss-column in shape of A,the members of the bolting top-joint are much smaller than the common welding joint.Furthermore,the members are more convenience on fabrication,transportation and installation.It should be noted that the zinc process is much easier and cheaper.In this paper,by using the finite element method,the effect of many factors to the global stiffness and the intensity of the bolting truss-column are analyzed;the factors include the column height,the root width to column height ratio,the tube thickness,etc.The results obtained are favorable references for design and optimization of the bolting truss-column of substation.

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朱爱珠,郭耀杰,程超,胡小龙.螺栓连接变电构架柱结构分析[J].土木与环境工程学报(中英文),2008,30(1):72~76

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  • Received:October 15,2007
  • Revised:September 15,2007
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