空间杆件 space bar member(1) space bar(2) space bar member(2) 目前没有对本词条修改信息

space bar member     Precise nonlinear model of reinforced concrete space bar member     钢筋混凝土空间杆件精细非线性分析模型 短句来源   space bar     Precise nonlinear model of reinforced concrete space bar member     钢筋混凝土空间杆件精细非线性分析模型 短句来源     For matching the space bar with variant reinforcement arrangement distribution along the bar, this type of space bar is divided into two or three segments with invariant reinforcement arrangement distribution along the bar, and its stiffness matrix is derived on the basis of the stiffness matrix of reinforced concrete space bar with invariant reinforcement arrangement distribution along the bar.     对于沿杆长配筋分布不均匀的杆件,根据其实际情况,将其细分为两段或三段沿杆长配筋分布均匀的杆段,以沿杆长配筋分布均匀的钢筋混凝土空间杆件非线性分析模型为基础,建立了沿杆长配筋分布不均匀的空间杆件的非线性分析模型。 短句来源   space bar member     Precise nonlinear model of reinforced concrete space bar member     钢筋混凝土空间杆件精细非线性分析模型 短句来源   “空间杆件”译为未确定词的双语例句     In the analysis of this paper, tall frame is divided into space beam element, layered foundation is divided into finite layer, and the stiffness of a single pile is determined by Q-s curve.     本文分析时将空间框架离散为空间杆件单元，将成层地基离散为有限层元，采用Q-s曲线确定单桩刚度，建立了考虑空间框架与桩基共同作用的有限元和有限层模型。 短句来源     Based on the characters of structure of the project,the structural style selection is given and analysis program of the latticed shell of double-layer hyperbolic pyramid cooling tower is programmed by the finite element theory and VB 6.0 advanced programming language,which includes of 15 programs and directly aims at cooler tower and gives the forcing property by the computing program of the latticed shell of double-layer hyperbolic developed.     本文根据该工程的结构特点，对该结构进行了结构选型，同时利用Visual Basic高级编程语言编制了双层双曲线四角锥网壳的分析软件。 该软件包括15个程序，其针对性强，直接针对冷却塔，对该结构进行了受力分析，具体分析包括：采用空间杆件有限元和数值分析方法对结构进行了静力分析与温度应力分析； 短句来源     (2) According to top structure , foundation and ground real working condition of interaction , utilize the finite element of a structure of space pole to analyse the top structure, use sub-structure condense technology couple top structure finite element and the finite element of raft foundation at the elastic ground and then, through the analysis of ANSYS procedure , investigate that the top structure affect on the strength and performance of shape of the raft foundation.     (2)根据上部结构、基础和地基共同作用的实际工作情况，利用空间杆件结构的有限元对上部结构进行分析，应用子结构凝聚技术将上部结构的有限元和弹性地基上筏板基础的有限元耦合，通过ANSYS程序的分析，分析上部结构对筏板基础受力及变形性能的影响。 短句来源     Spatial beam element a instead of planar truss element is adopted to model theretaining and struting structure.     提出了协调的空间计算模型，采用空间杆件取代了平面杆系单元； 短句来源     Based on the result derived from the 3D rod element program developed by Science Research Academy of China Building(i.e TBSA),the advatages and the disadvatages of two simplified methods to analyse frame tube structures have been compared on details in this paper,and then their priorities of application have been recommended.     以中国建筑科学研究院开发的空间杆件有限元程序TBSA的计算结果为评判依据，详细比较了框筒结构两种简化分析方法的优劣，并指出了各自适用的范围 短句来源 更多        查询“空间杆件”译词为用户自定义的双语例句     我想查看译文中含有：的双语例句

为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法，我们为您准备了出自英文原文的大量英语例句，供您参考。   space bar By pressing the space bar of a computer keyboard, observers could add 1% of the total contour of each picture until it was recognized.        You may stop a long sort by pressing the SPACE bar.        You go from one page to the next by pressing the space bar.        After the sixth test item, the instruction to press the space bar to begin the next trial was displayed.        A trial began with an instruction to the subject, printed on the CRT screen, to press the space bar to initiate the trial.        更多

A calculation model of bar system-cylindrical shell to be used for elasto-plastic analysis of earthquake response of reinforced concrete tube structures is given in the thesis. Spline function method is applied for analysis of thin cylindrical shell, and on the basis of the incremental theory, the elasto-plastic matrix and the stiffiness matrix of the thin cylindrical shell, as well as the elasto-plastic space bar element stiffiness matrix considering the shear deformation, P-△　effect are derived.

本文提出了一种用于筒体高层结构弹塑性地震反应分析的杆系——柱壳计算模型。应用样条函数对薄壁筒子结构进行分析,根据增量理论,推导了薄壁筒子结构的弹塑性矩阵及刚度矩阵。推出了框架筒中空间杆件考虑剪切变形、几何非线性和材料非线性的单元刚度矩阵。编制了计算程序,通过计算例题,验证了方法的可行性及正确性。

Based on the result derived from the 3D rod element program developed by Science Research Academy of China Building(i.e TBSA),the advatages and the disadvatages of two simplified methods to analyse frame tube structures have been compared on details in this paper,and then their priorities of application have been recommended.

以中国建筑科学研究院开发的空间杆件有限元程序ＴＢＳＡ的计算结果为评判依据，详细比较了框筒结构两种简化分析方法的优劣，并指出了各自适用的范围

Cable dome is a new type of long span structure which was realized by Geiger after developing Fuller's idea of tensegrity. On the base of studying the class of framework, determination of prestress and mechanism displacement model, the new conception of unit total feasible prestress is provided and the rule of stability is analyzed. Program has been developed to calculate different styles of cable domes and some useful conclusion is obtained.

索穹顶结构是发展和推广 Fuller张拉整体结构思想后唯一实现的一种新型大跨空间结构 ,它的几何构造分析是一项非常重要的工作。本文在对一般空间杆件体系的分类、自应力模态和机构位移模态研究的基础上 ,从索穹顶结构特有的杆件拓扑关系入手 ,提出了单位整体可行预应力这一新概念 ,并最终解决了多自应力模态下该体系稳定性判定问题 ;通过对若干类型索穹顶结构的几何构造分析 ,得出了一些对结构设计有用的结论

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