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结构空间计算
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  “结构空间计算”译为未确定词的双语例句
     PLATE-TRUSS DECK SECTION FINITE ELEMENT METHOD OF SPATIAL ANALYSIS FOR PLATE-TRUSS COMPOSITE STRUCTURE
     板桁组合结构空间计算的板桁梁段有限元法
短句来源
     Three Nodal Section Truss Segment Finite Element Method of Spatial Calculation for Truss Girder Structure
     桁梁结构空间计算的三节点截面桁段有限元法
短句来源
     RESEARCH ON THREE-DIMDNSIONAL ANALYSIS AND APPLL CATION OF RAIL WAY TRUSS BRIDGE WITH ORTHOTROPIC DECK
     铁路板桁桥梁的结构空间计算及其应用发展研究
短句来源
     This paper compares the spatial calculation of piled wharf with simplified plane bent structures' calculation through selected models,and analyzes the effect on the simplified transverse beam at different location of the crane,so as to obtain the distribution rule and empiric coefficient of crane load.
     通过所选模型进行高桩码头结构空间计算与简化的平面排架计算对比,分析门机不同位置时传递到所简化横梁的作用效应,从而得出门机荷载的传递分配规律及传递的经验系数。
短句来源
  相似匹配句对
     CALCULATION OF THE C-G COEFFICIENTS FOR THE STRUCTURE ZINC BLENDE SPACE GROUPS
     闪锌矿结构空间群C-G系数计算
短句来源
     Calculation of the Structure for Magnetic Space Group Clebsch-gordan Coefficients
     结构空间群C-G系数的计算
短句来源
     Analysis of Inner Forces of Space Curved Bar Structures
     空间曲杆结构的内力计算
短句来源
     THE CONSTRUCTURE OF SELF-CONJUGATE SPACE
     自共轭空间结构
短句来源
     COMPUTATIONS ON 3/D STRUCTURES STIFFENED BY LAYER ORTHOTROPIC ELASTICITIES
     空间层状正交异性加强结构计算
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Space calculation of plie piers on an elastic foundation is studied, by the FEM of member system. According to computational results, the effects of different pile foundations and the variation of parameters on the interal force and displacement of the upper part of the piers are discussed. The results of space and plane analysis are compared as well. Some valuable opinions on the calculation of pile piers are presented.

用杆系有限元法研究了弹性地基上高桩码头结构的空间计算同题.根据实例计算结果,分析了桩基的不同模型及参数变化对码头上部结构的内力和位移的影响,比较了空间计算与平面计算结果的差异,提出了上部结构的内力对地基参数m, k?的取值误差并不敏感等一些对码头结构计算有参考价值的看法.

Authors have been carrying out a research into three-dimensional analysis of railway truss bridge with orthotropic deck,including modelling the three-dimensional structure,its loads and so on,based on a review of former researches. on the score of its better performance, the requirements for the change in railway tecl1niclue and the current trend on steelbridge,and by making a thorough study,such type of bridge wil1 be built in our country.

本文在总结分析前人工作的基础上,研究建立铁路板格桥梁的结构空间计算模型和加载模式,并进行结构计算等问题。通过分析板桁桥梁所具有的良好性能,从我国铁路技术发展的客观要求、钢桥技术的发展趋势和技术人员的不断努力等几方面考虑,作者相信,经过继续研究设计、计算和制造等问题,我们将建造此类桥梁。

The present research focuses on the spatial analysis of plate-truss composite stuructures. The influences of local buclding of deck, shear lag, section distortion, warping deformation, tWist and shear deformation are taken into account in the analysis. A plate-truss deck section finite element method is proposed in which the spatial local displacements are formulated using transverse finite strips. The method has high accuracy and less degrees of freedom, especially for spatial analysis of large plate-miss...

The present research focuses on the spatial analysis of plate-truss composite stuructures. The influences of local buclding of deck, shear lag, section distortion, warping deformation, tWist and shear deformation are taken into account in the analysis. A plate-truss deck section finite element method is proposed in which the spatial local displacements are formulated using transverse finite strips. The method has high accuracy and less degrees of freedom, especially for spatial analysis of large plate-miss composite structures.

本文考虑了板桁组合结构桥面板的局部屈曲,剪力滞后和板桁梁段截面畸变、翘曲、扭转与剪切变形的影响,利用横向有限条带法构造了桥面板板段的局部空间变位模式,提出了板桁梁段有限元法。该方法自由度少,计算精度高,能用于大型板桥组合结构的空间计算。

 
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