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高耸圆钢管装饰塔整体及节点有限元分析
引用本文:王建,魏陆顺,张永山.高耸圆钢管装饰塔整体及节点有限元分析[J].广州大学学报(自然科学版),2005,4(1):83-86,94.
作者姓名:王建  魏陆顺  张永山
作者单位:广州大学,土木工程学院,广东,广州,510405;广州大学,土木工程学院,广东,广州,510405;广州大学,土木工程学院,广东,广州,510405
摘    要:采用两阶段分析方法,选取不同单元类型对钢塔的整体及局部节点进行有限元数值模拟,先用杆系单元建立整体模型得出节点处各管实际内力,建立节点实体模型并以试验工况进行标定,再依实际内力加载求解,此方法能够有效地结合结构宏观与微观分析,为结构设计提供建议。

关 键 词:钢塔  非线性  有限元  高耸结构
文章编号:1671-4229(2005)01-0083-04

Global and local FEM analysis of a high-rise ornamental tower composed of steel tubes
WANG Jian,WEI Lu-shun,ZHANG Yong-shan.Global and local FEM analysis of a high-rise ornamental tower composed of steel tubes[J].Journal og Guangzhou University:Natural Science Edition,2005,4(1):83-86,94.
Authors:WANG Jian  WEI Lu-shun  ZHANG Yong-shan
Abstract:In this article, different elements are chosen respectively to make global and local FEM simulations for a steel tower through a two-stage analytical method. Firstly, we set up a global model with frame element to get actual internal force. Then a solid model of the nodal point is set up and calibrated with testing result. Secondly, we solve the model according to the force computed before. This method associates global analysis with local analysis and gives advice to structural design.
Keywords:steel tower  nonlinear  FEM  high-rise structure
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