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1.The thousand roofs, dense, angular, clinging to each other,composed, nearly all, of the same geometrical element, offered,when viewed from above, the aspect of a crystallization of the same substance.
那成千上万的屋顶密密麻麻,有棱有角,粘附紧贴,几乎都是由一几何原理构成的,俯瞰之下,呈现出同一物质的晶体状态。收藏指正
2.The paper presents how to use the technique of OLE and ARX of AutoCAD tobuild the geometrical model, the finite element model of the given structure visually anduse the template and wizard to build the optimization model of it.
同时论述了在优化建模中运用OLE ARX技术实现可视化地建立优化对象的几何模型,结构有限元模型,以及使用模板和专家向导来辅助建立优化模型;收藏指正
3.Based on CR formulation superposition method for geometrical nonlinear analysis,the catenary cable element was used to simulate stay cable. Nonlinear influence for Sutong Bridge whose main span reaches 1 088 m during construction was studied.
基于几何非线性分析的CR列式全量法,采用悬链线索单元模拟斜拉索,分析主跨为1 088 m的苏通大桥施工过程几何非线性影响。收藏指正
4.(6)The effects of geometrical factors on small punch creep test were analyzed byfinite element analysis.
(6)利用有限元模拟技术分析了试样厚度、试样直径、压头球径对小冲孔蠕变试验结果的影响。收藏指正
5.The analysis methods of buckling on piles are introduced briefly and the buckling mechanism of piles is analyzed. The shaft of a pile was regarded as the spatial beam element considered on the geometrical nonlinearity. The equation of the finite element was established by way of the updated Lagrangian formulation.
讨论了基桩屈曲分析的现有方法,进而在分析基桩屈曲机理的基础上,将桩身视为考虑几何非线性的空间梁单元,利用更新的拉格朗日坐标体系建立有限元方程,并采用弧长控制法求解有限元非线性方程组,对基桩屈曲的几何非线性有限元分析进行了探讨。收藏指正
6.The paper take Chaozhou Institute of Technology Gymnasium as the example, Taking into account of geometrical non-linearity and material non-linearity, the finite element model of BSS is builded in ANSYS8.0, the BSS structure’s reaction behavior at different temperature is simulated through change the parameter and applying the temperature loads, the critical temperature is finded out.
本文以潮州市体育馆应用大跨度张弦桁架工程为实例,利用ANSYS有限元分析软件建立了张弦梁的有限元模型,通过改变材料参数和施加温度荷载的方式来考虑温度对结构的影响,并考虑几何非线性与材料非线性,模拟了不同温度下结构的反应特征,指出了结构的抗火薄弱部位,从而仿真了张弦桁架结构的火灾破坏全过程。收藏指正
7.Regarding the linear buckling mode as the initial geometrical defect of the structure, the stability nonlinear analysis of composite case under axial pressure was made by means of the finite element method.
利用有限元结构分析法,引入线性屈曲模态作为结构的初始几何缺陷,对复合材料壳体的轴压稳定性进行了非线性分析。收藏指正
8.It was proved that the area coordinates of plane triangle element and the volume coordinates of tetrahedron element are equivalent to the oblique Cartesian coordinates by the analytical and geometrical methods.
本文通过分析法和几何法证明:在有限元法和边界元法中,平面三角形单元的面积坐标或四面体单元的体积坐标与由这些单元的二边或三边构成的斜交笛卡儿二维坐标或三维坐标,尽管定义不同,而其内容却是完全对等的。收藏指正
9.A ruled surface of revolution formed by an edged circle as the guide element is proposed in the category of basic geometrical bodies.
摘要在基本几何体的范畴内,提出一种以棱圆为导元素的直纹曲面。收藏指正
10.In this paper, the concept of parameter describing of geometrical elements, include real meas ured elements and logical elements, is proposed, is proposed,all olgical operations between elements are classified into sever al types, and equations are given for the solving of the parameters of the new logical element created by each of these operations,This work settles a foundation for the extension geometrical software of CMMs
本文研究坐标测量机中七项基本几何要素的构造方法,提出了实体要素与逻辑要素的参数化模型,研究了各类逻辑操作的参数方程,为在坐标测量机应用软件中采用参数法管理几何要素、构造几何要素模块和扩展几何模块奠定了基础。收藏指正
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