摘要
本文采用折算矩形截面替代不规则截面、折杆替代曲杆的方法对空间钢桁架进行结构分析 。
Used a method of convert rectangle section substituted anomaly section and fold members substituted curvemembers for the space steel trusses structures are analyzed in this paper, and the design requirements are satisfied with the project measurement.
出处
《吉林建筑工程学院学报》
CAS
2000年第2期13-15,36,共4页
Journal of Jilin Architectural and Civil Engineering
关键词
雕塑
空间钢桁架
结构分析
简化计算
sculpture, space steel truss, structural analysis, simple calculation