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fixed
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  不动
    (Z_2)~k-actions with Fixed Point Set of Constant Codimension
    具有常余维数不动点集的(Z_2)~k作用
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    Positive Solutions for Nonlinear Boundary Value Problems and Random Fixed Points Theorems
    非线性边值问题的正解及随机不动点定理
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    Common Fixed Points and Related Problems in Best Approximation
    公共不动点及其相关的最佳逼近问题
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    Positive Fixed Points of Nonlinear Operators and Distribution of Polynomial Zeros
    非线性算子的正不动点及多项式零点的分布
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    ON HOMOLOGY AND FIXED POINT PROPERTIES OF COMPACT PLANE SETS
    平面上紧致子集的同调群及不动点性质
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    ON THE H. POINCARE FIXED—-POINT THEOREM
    关于H.Poincaré不点定理
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    The structure of Positive Fixed Point Set for Condensing Mappings
    凝聚映象正不点集的结构
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    THE APPLICATIONS OF THE FIXED POINT THEOREM TO THE STABILITY THEORY
    不点定理在稳定性理论中的应用
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    On Fixed Point Theorems
    不点定理
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    GENERALIZATION OF THE FIXED POINT THEOREMS OF SEHGAL,BHARUCHA-REID, AND ISTR(?)TESCU
    关于Sehgal-Bharucha-Reid-Istratescu不点定理的推广
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  “fixed”译为未确定词的双语例句
    A New Approach to the Motion of Rigid Body about a Fixed Point in Euler's Case
    Euler情形刚体定点运动新解
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    APPLICATIONS OF THE LAGRANGE'S EQUATIONS AND NILSON'S EQUATIONS TO THE FIXED POINT MOVEMENT OF A RIGID BODY
    拉格朗日方程及尼尔森方程在刚体定点运动中的应用
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    ON THE DEGREE OF THE BEST APPROXIMATION BY RATIONAL FUNCTIONS WITH FIXED POLES IN H_p′H_w CLASS
    具有给定极点的有理函数对H′_pH_w类函数的最佳逼近的阶的估计
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    THE CALCULATION OF CIRCULAR CURVED BEAM FIXED END FORCES
    圆弧曲线杆的固端力计算
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    Multiple Fixed Point Theorems of a Complete Continuous Operator and Applications
    全连续算子方程的多解定理及其应用
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  fixed
The paper studies generic commutative and anticommutative algebras of a fixed dimension, their invariants, covariants and algebraic properties (e.g., the structure of subalgebras).
      
A basis is calledmonomial if each of its elements is the result of applying to a (fixed) highest weight vector a monomial in the Chevalley basis elementsYα, α a simple root, in the opposite Borel subalgebra.
      
Rational smoothness and fixed points of torus actions
      
The symmetric varieties considered in this paper are the quotientsG/H, whereG is an adjoint semi-simple group over a fieldk of characteristic ≠ 2, andH is the fixed point group of an involutorial automorphism ofG which is defined overk.
      
LetMm be a closed smooth manifold with an involution having fixed set of the form (point)?Fn, 0>amp;lt;n>amp;lt;m.
      
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In tab. 1 are given the deflection formulas of circular beams (with one end fixed) under concentrated load. In tab. 2 and 3 are given the deflection formulas of circular beam (with one end fixed) under the action of its own weight. In tab. 4 and 5 are given the deflection formulas of circular beam (with one end fixed) under the action of centrifugal inertia load during rotation. Proofs of fundamental equations are given in appendix. The formulas are directly used to calculate the deflection...

In tab. 1 are given the deflection formulas of circular beams (with one end fixed) under concentrated load. In tab. 2 and 3 are given the deflection formulas of circular beam (with one end fixed) under the action of its own weight. In tab. 4 and 5 are given the deflection formulas of circular beam (with one end fixed) under the action of centrifugal inertia load during rotation. Proofs of fundamental equations are given in appendix. The formulas are directly used to calculate the deflection of flyer leg in rotation. The formulas may also be applied to statically indeterminate problems such as the determination of the stresses in a card cylinder lying flat on ground.

表一中給出薄壁圓弧曲梁(一端固定)在受有集中载荷时的撓度公式。表二及表三給出薄壁圓弧曲梁(一端固定)在其本身重量作用下所产生的撓度公式。表四及表五給出薄壁圓弧曲梁(一端固定)当迴轉时在离心載荷作用下的撓度公式。在附录中給出了曲梁撓度方程式的証明。表中撓度公式可直接用来計算錠翼迴轉时臂端的撓度。表中撓度公式也可用来解决靜不定問題,如計算鋼絲車錫林擱置于地面时的应力。

This method of the transportation along a cable is found by laborers of our nation when transport soil during their participating in hydraulic engineering constructions of large type. The method is to rack up two cables along the slope of a hill parallel each other, Between the cables a fixed pulley is hanged. A string surround the pulley. Two boxes C and D, prepared for containing the soil, is tied up at each end of the string When the box, say C, full of soil, slides down along the cable from above by...

This method of the transportation along a cable is found by laborers of our nation when transport soil during their participating in hydraulic engineering constructions of large type. The method is to rack up two cables along the slope of a hill parallel each other, Between the cables a fixed pulley is hanged. A string surround the pulley. Two boxes C and D, prepared for containing the soil, is tied up at each end of the string When the box, say C, full of soil, slides down along the cable from above by gravity, the vacant box D must then ascend up along the other cable simultaneously. Doing thus again and again, the soil is then transported to the bottom of the hill quickly. The distribution of tensions in the perfectly flexible cable, to be encircled tightly on the rough column, has been stated in some texts of mechanics. In this article, considering the mass of the string and the boxes, and the friction between the string and the pulley, and under the condition of inextensibility of the string, we have established a closing system of the non-linear ordinary differential equations which determines the motion of the boxes, and established also the formula for the distribution of tensions in the string in the state of motion.

高线运輸为我国劳动人民在大型水利工程建設过程中所发明的运土的法子,其法为在一傾斜的山坡上架起平行二高线,二高綫中間裝一定滑輪,定滑輸上套上一繩子,繩子兩端系上甲乙二盛土箱,由于重力的作用,当盛滿土的箱子甲沿高綫滑下时,空箱乙必沿另一高綫上升,如此周而复始,虛土即迅速运至山下。紧張地纏在一粗糙柱上的不可伸長的柔繩中的張力分布問題在許多力学教程中多有記載。本文顧及繩子及盛土箱的質量、繩子与滑輪間的摩擦力并假定繩子不可伸長的条件下,建立了决定盛土箱运动的封閉性非綫性常微分方程組,以及在运动狀态下繩子中張力分布的公式。

in his book 'Linear differential operators', has discussed the asymtotlcdistribution of eigenvalues of linear differential operators of the so called normal boundary con-ditions and the broken down boundary conditions in the sense ofLet(?) the linear differential eguation which satisfies the following boundary conditions:in which y_0~((j)), y_1~((j))express y~((j))(0), y~((j))(1). By normal boundary conditions we mean that By broken down conditons we mean thatBoth (3)and (4)are narrow conditions on the coefficients,...

in his book 'Linear differential operators', has discussed the asymtotlcdistribution of eigenvalues of linear differential operators of the so called normal boundary con-ditions and the broken down boundary conditions in the sense ofLet(?) the linear differential eguation which satisfies the following boundary conditions:in which y_0~((j)), y_1~((j))express y~((j))(0), y~((j))(1). By normal boundary conditions we mean that By broken down conditons we mean thatBoth (3)and (4)are narrow conditions on the coefficients, In this paper, a broader condition hasbeen discussed, the only restriction upon the coefficients in the formula (2) being that when v isfixed, not all α_(vj) egual zero. and also not all β_(vj) egual zero. This is called non-degenerated con-dition and includes the normal condition. Under this condition the following result has beencstablished.Theorem. Let the differential equation beof which the coefficients p2(x), p3(x),…pn(x)are continuous on the interval[0, 1], and satisfythe following boundary conditions:(for fixed V not all α_(vj) equal zero, also not all β_(vj) equal zero). When n is an odd number, theeigenvalues of(5)can be expressed in the following form:where a_0, b_0 are constants depending upon the coefficients α_(vj), β_(vj), and m1, m2 are positiveintegers ≤n(n-1), k is any sufficiently large integers and ω_μ is a root of x~n+1=0,When n is an even number, the following two cases may occur:where a_0, b_0, k have the same meaning as above, and m_1, m_4 are positive integers≤n(n-1).

本文讨论了微分方程, 在下列边界条件下的特征值分布问题。 当v固定时,系数α_(vj)不全是零,β_(vj)也不全是零。 方程式(1)中P_2(x),P_3(x),…P_n(x)在[0,1]连续,得到下列结果:当n为奇数时则其特征值的分布为式中ω_μ为x~n+1=0的—个根,a_0/b_0为一常数,(m_1-m_2)为固定的整数,k为任意充分大的整数。 当n为偶数时则特征值分布有下列两种情况可能出现。式中(?),ω_(μ+1)表示x~n+1=0,的根,m_4,m_1表示固定整数,a_0/b_0为一常数,k为充分大的整数。

 
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