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space bar
    Development of System of Stability Analysis of Space Bar Structures
    空间杆系结构稳定性分析系统开发
    2. Development of system of the large deformation stability analysis of space bar structuresFirstly, development platform GiD7.2 and calculation analysis program FEAP are introduced.
    2.空间杆系结构大变形稳定性分析系统的开发 首先对开发平台GiD7.2和计算分析程序FEAP进行介绍;
    1. Calculational theory and numberical method on the large deformation stability analysis of space bar structuresThe large deformation stability analysis theory of space bar structures is finite element theory on geometric nonlinear problems.
    空间杆系结构大变形稳定性分析理论主要是关于几何非线性问题的有限元理论;
    In order to test the reliability of the FEM of beam elements, the results obtained by this kind of FEM are compared with those by the FEM of space bar system and those from a model test.
    为了验证梁单元有限元法的可靠性,本文除介绍了一个模型试验的结果之外,还与空间杆系有限元法的计算结果进行比较。
    The 3D free vibration properties of the cable stayed bridge on Wuhu Yangtze River bridge, which is of 180 m+312 m+180 m span, are analyzed by space bar FEM model and also by space bar slab solid hybrid FEM model.
    针对芜湖长江大桥主桥 180 m +312 m +180 m的斜拉桥 ,分别采用空间杆系有限元模型与空间杆系 -板-实体混合单元有限元模型分析了桥梁的空间自振特性 ,两种模型的计算结果取得了较好的一致。
    The 3D free vibration properties of Yuxi River continuous steel truss bridge on Wuhu Yangtze River bridge, which is of 2×80 m span, are analyzed by space bar FEM model.
    采用空间杆系有限元方法,建立芜湖长江大桥裕溪河2×80 m连续钢桁梁桥的动力分析模型。
 

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