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orthogonal     
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  正交
     Design Theory and Application Technology for the Novel Types of 6-DOF Orthogonal Parallel Robots
     新型六自由度正交并联机器人设计理论与应用技术研究
短句来源
     On DS-CDMA Systems Employing Generalized Orthogonal Sequences and Their Performance Evaluation
     基于广义正交序列的DS-CDMA系统及其性能分析
短句来源
     Study on the Three-dimensional Orthogonal Woven Fabric Structure
     三维正交机织物结构的研究
短句来源
     Orthogonal Element Function and Its Application in Engineering
     正交有限元及其在工程中的应用
短句来源
     Study on Microcosmic Mechanism of Adiabatic Shear Behavior in Orthogonal Cutting of High Strength Steel
     正交切削高强度钢绝热剪切行为的微观机理研究
短句来源
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  正交的
     8n+7 MUTUALLY ORTHOGONAL LATIN SQUARES OF ORDER 2~(4n+3)(8n+7)
     8n+7个相互正交的2~(4n+3)(8n+7)阶拉丁方
短句来源
     [0,k_i]_1~m──FACTCRIZATION ORTHOGONAL TO A STAR
     与星正交的[0,k_i]_1~m──因子分解
短句来源
     A [0,k_j]~m_1-FACTORIZATION ORTHOGONAL TO A STAR
     与星正交的[0,k_j]~m_1-因子分解
短句来源
     Moore-Penrose Inverses of Matrices Based on the Orthogonal Condition
     基于正交的矩阵的Moore-Penrose逆
短句来源
     [0,k_i]_1~m-Factorizations Orthogonal to a Subgraph
     与任意图正交的[0,k_i]_1~m-因子分解
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  直交
     H. Stroud gave a sufficient condition about 2m-1 degree integration formulas with m2 distinct, finite zeros of two orthogonal polynomials P1(x,y) and p2(x,y) of degree m as points.
     H. Stroud给出了关于二元m2点2m-1次求积公式存在性的充分条件,即两个m 次直交多项式P1(x,y)和P2(x,y)存在m2个不同的公共零点,并且都不是无穷远点.
短句来源
     Comparison of the Calculations of Three-Convolution Circular Arc Corrugated Diaphragms by Toroidal Shell Theory and by Orthogonal Anisotropy Plate Theory
     环壳理论与直交异性板理论在计算三圆弧波纹膜片上的比较
短句来源
     Orthogonal Projection in Real Matrix Space
     实对称矩阵空间的直交投影
短句来源
     Free Difference Operation and Orthogonal Snake Model
     自由差分运算与直交型Snake模型
短句来源
     The Characterizations of the orthogonal System of Totally Umbilical Hypersurfaces in a Space of Constant Curvature
     常曲率空间关于直交全脐超曲面系的特征性质
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  “orthogonal”译为未确定词的双语例句
     Methods of Construction of Orthogonal Arrays and Their Applications
     正交表的构造方法及其应用
短句来源
     Data Analysis and Constructions of Orthogonal Arrays
     正交表的数据分析及其构造
短句来源
     THE SON ORTHOGONAL PROJECTIONS AND SON ORTHOGONAL SETS IN BANACH SPACES
     Banach空间中的商垂投影与商垂集
短句来源
     A Method for Deriving the Equilibrium Equations of Elasticity in Curvelinear Orthogonal Coordinates
     曲线坐标下弹性力学平衡方程的一种推导方法
短句来源
     ON THE ORTHOGONAL COMPLEMENTS OF SUBSPACES IN NORMED LINEAR SPACES
     关于赋范线性空间中子空间的正交补的初步探讨
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  orthogonal
Such an action is called linearizable if it is equivalent to the restriction of a linear orthogonal action in the ambient affine space of the quadric.
      
A linear model for a given action is a linear orthogonal action with the same orbit types and equivalent slice representations.
      
Let denote an orthogonal symmetric Lie algbra and let (G, K) be an associated pair, i.e., Lie(G = and Lie(K°) =.
      
We also a give classification of all orthogonal representations of simple algebraic groups having an exterior algebra of skew invariants.
      
When one expands a Schur function in terms of the irreducible characters of the symplectic (or orthogonal) group, the coefficient of the trivial character is 0 unless the indexing partition has an appropriate form.
      
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This paper proves the following theorem by vector method: If the n-l families of bypersurfaces of an orthogonal ennuple are isometric, then the other family of the hypersurfaces of the ennuple is also isometric.

本文运用向量方法证明下述之定理:在-n重正交系中有(n-1)族超曲面为等温的,则余一族亦为等温的。

In this paper the bending of a simply supported rectangular orthogonal anisotropic plate subjected to distributed moment on edges has been solved. In the work, the anthor used a series in the form sin to denote the general deflection of the plate. To facilitate the derivation, the case when the given plate is acted on by dis tributed moment on one edge bas been firctly investigated. Due to different combinations of elastic properties of the plate, the analysis has been done under three cases; namely, where...

In this paper the bending of a simply supported rectangular orthogonal anisotropic plate subjected to distributed moment on edges has been solved. In the work, the anthor used a series in the form sin to denote the general deflection of the plate. To facilitate the derivation, the case when the given plate is acted on by dis tributed moment on one edge bas been firctly investigated. Due to different combinations of elastic properties of the plate, the analysis has been done under three cases; namely, where D_1, D_2, are flexural regidities in principal elastic diretions and D_3 is related to tortional rigidity of the plate. The general case wben the plate is subjected to distributed moment on four edges may be obtained by suitable supperposition. For all cases, result expressions for the deflection in the center of the plate, for the turning angle of all edges and for the bending moment in two principal elastic directions in the center of the plate have been worked out.

在此文中,边端受力矩作用,四边简支的矩形正交各向异性板的弯曲问题获得了解决。在分析过程中,作者应用了级数去表示板的挠度。为使推演工作方便起见,首先研究了这块板只在一个边上受到分布力矩的作用的情形。由于板的弹性性质不同的组合,分析了三种情况,即当其中D_1及D_2为板的弹性主方向的抗挠刚度而D_3乃与抗扭刚度有关。对于板四边受分布力矩的一般情况可适当地利用叠加原理而得到。在所有情形中文中列出了板中点的挠度,四边的转角及板的中点在弹性主方向的弯矩等计算式。

This paper shows that in the bending problem of a beam supported along its length on elastic foundation, it is successful to expand the deflection of the beam in a series of normal functions obtained in free vibration. The coefficient of each term of the series may be determined easily by the orthogonal character of normal functions. In the paper, various cases, in which ends of the beam are free、hinged or built in, have been fully discussed.

本文讨论了一个解决弹性地基梁的新方法,就是将挠度展开为自振本征函数的级数,根据本征函数的正交性质逐项决定系数。文中讨论了改善级数收敛性的方法与各种支承情况的具体解法。

 
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