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  this paper gives
     This paper gives divisibility theorem of ((k—1)P+kQ) ~(2n+m)+Q~(2m)P~(2n-m)and Q~(2m)((Q-1)p+1)~(2n+m)+Q~(2m)p~(2n-m).
     本文给出((k-1)P+kQ)~(2n+m)+Q~(2m)P~(2n-m)与Q~(2m)((Q-1)P+1)~(2n+m)+Q~(2m)P~(2n-m)可整除性定理。
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     This paper gives domination number Of C_3×C_n, C_4×C_n, C_5×C_n and upper bound for v(C_m×C_n).
     本文给出C_3×C_n,C_4×C_n,C_5×C_n的Domination数和C_m×C_n的Domination数的一个上界。
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     This paper gives the application of formulae τ=Qr~2_m/I cosθ and τ= 2(Q/A) when μ=0~0.5 the first formulais used for t/D≤1/20.95~1/15.02, other t/D≤1/19.95~1/13.95.
     本文给出了公式τ=Qr_m~2/Icosθ,τ_m=2 Q/A的应用范围,当材料的波桑系数μ=0~0.5时前一式的应用范围为t/d <1/20.95~1/15.02,后一式的应用范围为t/D<1/19.95~1/13.95。
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     This paper gives all the integers e, which satisfy the conditions e~≡e(modm), 0≤e
     本文给出当m=P_1P_2…P_r,P_1,P_2,…,P_r为素数,P_i≠P_j(1≤i≠j≤r)时,所有适合条件的整数e,以及这种整数的数目和应用。
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     This paper gives experimental data of the relative dielectric strength of SF6/N2 and SF6/CO2 gas mixtures.
     本文给出SF_6/N_2和SF_6/CO_2混合气体的相对耐电强度的实验数据。
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  given in this paper
     The formula and methods for calculating generalized inverses A(1,2), A(1,2,3), A(1,2,4) are given in this paper.
     本文给出了三种广义逆矩阵A~(1,2)、A~(1,2,3)、A~(1,2,4)的计算公式和方法。
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     The numerical formular and methods of generalized inverses A~(1, 2), A~(1, 2, 3) and A~(1, 2, 4)is given in this paper.
     本文给出了三种广义逆A~(1,2),A~(1,2,3)和A~(1,2,3,4)的计算公式和方法。
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     Suppose C(A)={B∈p n×n |AB=BA} matrix A with order n, and P[A]={f(A)∈p n×n |f(x)∈P[x]} A necessary and sufficient condition of C(A)=P[x] is given in this paper
     n阶矩阵A的中心化子C(A) ={B∈Pn×n|AB =BA} ,P[A] ={f(A)∈Pn×n|f(x)∈P[x] } 本文给出了C(A) =P[A] ,即A的中心化子可表成A的矩阵多项式的充要条件
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     Concrete method of computation and the program EPEMSHA (Empirical point-ellipse model for seismic hazard analysis) is given in this paper.
     本文给出了经验点椭圆模型的具体计算方法和实用计算程序EPEMSHA(Empirical point-ellipse model for seismic hazard analysis)。
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     Some necessary soluble conditions for π(X;33)=10 are given in this paper.
     本文给出了π(x ;33)=10有解的一些必要条件
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  this paper gives out
     This paper gives out the structure of Definite Stochastic Time Petri Net (DSPN) simulator and its algorithm.
     本文给出了确定随机时间PETRI网(DSPN)仿真器的结构及其算法。
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     This paper gives out the calculated results of the benchmark neutron well-logging problems with porosity 1% and 20% from the MORSE-CG code which the restart capability have been added into it, and thd comparison of it with MCNP and McDNL results and computing time.
     本文给出增加了重新启动功能的MORSE-CG多功能蒙特卡罗程序计算孔隙度分别为1.0%和20.0%的基准中子测井问题的计算结果,以及其与MCNP和McDNL计算结果和计算时间的比较。
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     This paper gives out the examples of the multiresolution analysis in signal canceling noise.
     本文给出了信号多分辨率分析在信号消噪方面的具体应用实例。
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     This paper gives out the methods and results of calculation of photoionization cross sections of the outer-most subshell for uranium atom with HFS and Cooper's potential.
     本文给出了U原子的HFS和Cooper势外壳层光电离截面的计算方法和计算结果。
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     This paper gives out a general way of finding the solution of the grey equation X(?)
     本文给出了灰方程 X(?)
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     The schedulability conditions and task allocation algorithms as well as analysis of RM scheduling under multiprocessor partition scheme are given based on the comparation of the both multiprocessor tasks scheduling schemes in this paper.
     基于两种多处理器任务调度策略的比较,本文给出划分策略下的多处理器RM调度的可调度条件和任务分配算法及分析。
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     This paper deals with the hardware design of a RAID XOR processing engine based on the EP1C12Q240C8 FPGA IC chip of the Altera Cyclone series.
     本文给出了一种采用Altera公司的Cyclone系列EP1C12Q240C8的FPGA芯片设计磁盘阵列校验卡的硬件电路的方法。
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     Based on such an approach, a reference home gateway design, which connects SJ/T 11314-2005 wireless protocol to the UPnP core network, is also presented in this paper.
     基于这种方法,本文给出了一种家庭网关的参考设计,将国标SJ/T 11314-2005无线网络接入UPnP主网。
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     As a part of the author's work of enumerating the edge-forwarding indices of Frobenius graphs,I give a class of valency four Frobenius graphs derived from the Frobenius groups Z_(2n~2+2n+1)■Z_4.Following the method of X. G. Fang,C.
     本文给出了Frobenius群Z_(2n~2+2n+1)■Z_4的一类四度Frobenius图.沿用方、李和Praeger的方法,计算出了这一类图的直径和型(定理3.2).
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     This paper presents three transfor- mation matrixes of different wavelength lasers, and accomplishes the conversion between the phosphor tricolors to the laser tricolors on the image processing hardware platform of TMS320C6416. By using some acceleration algorithms, the transformation is speeded up.
     本文给出了三组不同波长激光的色域扩展矩阵,在基于TMS320C6416的图像处理平台上实现了色域的转换,并且利用多种加速算法,加快了处理速度。
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This paper gives an algorithm for computing invariant rings of reductive groups in arbitrary characteristic.
      
In the SISO case the predictor is just the traditional GPC predictor, therefore this paper gives rigorous proof of the equivalence between the traditional GPC predictor and the state-space predictor.
      
This paper gives a brief review of the major advances in the field over the past thirty years.
      
This paper gives an introduction and remarks on two review papers for Chinese character recognition.
      
This paper gives an introduction to the achievements on NLP in HIT.
      
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A trust region algorithm for equality constrained optimization is given in this paper.
      
Some exact travelling wave solutions and rational travelling wave solutions of a surface wave equation in a convecting fluid are given in this paper.
      
For a fixed positive integer d, some conditions to insure dk(G)?d are given in this paper.
      
A method of algebraic operation of special matrices involved in the problem is given in this paper for obtaining a new solution for the m + 1 experiments based upon the old solution for the primary m experiments.
      
An approximate theoretical analysis of the heat transfer in a turbulent boundary layer of a nonisothermal stream with a positive pressure gradient is given in this paper.
      
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A tabulation method for solving n simultaneous linear equations is given. For the general type, it requires(1/3)n(n-1)(n-2)+(5/2)n(n-1)+n multiplications or divisions. For n three-moment equations, it requires only 6n-5 multiplications or divisions.A slide rule can be used with advantage for working out this tabulation and the small error thus introduced can be corrected, if necessary, by a second tabulation using the coefficients computed in the first.

本文是給出n个联立一次方程准确解的一种列表計算法,对於一般的联立一次方程,本法只要做1/3n(n-1)(n-2)+5/2n(n-1)+n次乘法攻除法,其积或商完全登記在表上,所以便於檢查。应用於解n个三撓矩方程,本法只要做6n-5次乘法或除法。 計算时可用算尺,用算尺計算所产生的小誤差在必要时可用計算校正差表格校正之,这种表格是利用表内已算出的系数作成的。

Two methods for analyzing caisson-beams are introduced in this paper.One is the well-known method of redundant forces. The author has simplified this methed by using couples of redundant forces to set up a typical equation and pointing out the rule that the matrix of the coefficients of simultaneous linear equations which are organized from the expansion of that typical equation. This method can be easily solvd when the number of unknown redundant forces, or that of equations, is less than 3 or 4; but it will...

Two methods for analyzing caisson-beams are introduced in this paper.One is the well-known method of redundant forces. The author has simplified this methed by using couples of redundant forces to set up a typical equation and pointing out the rule that the matrix of the coefficients of simultaneous linear equations which are organized from the expansion of that typical equation. This method can be easily solvd when the number of unknown redundant forces, or that of equations, is less than 3 or 4; but it will be difficult when the number is more than that. In order to solve this difficulty the author suggests another kind of method of which the essential principle is mentioned in the following.Supposing that the distance between the beams is sufficiently short in comparing with their spans, we can set up a partial differential equation for its deffiection W, as we often do in the theory of elasticity. In this way we can solve it with its boundary conditions of simple supporting by sine series. From this we can easily get the formulas of bending moments, shears and twist moments of each beam by partially differentiating the function of deffiection. The result of the calculation proves that it quite agrees with the method of redundant forces when the distance between beams is no longer than 1/5 of their spans.There are some tables given in this raper for practical use.

本文介紹了計算井字梁的兩种方法。 第一种方法是按冗力送来計算的。本文利用了成对的未知力以建立冗力法的典型方程,指明了由典型方程所組成的联立方程中其系数排列的規律,从而簡化了建立方程的过程和減少錯誤的机会。冗力法仅在联立方程的数目不多于3至4时是相当方便的,若未知冗力过多,解算过程便異常繁重。为此,笔者提出了下述的第二种方法。 当梁的間距比梁的跨度为一較小的数值时,可应用彈性力学所常用的方法,建立一个关于井字梁撓度曲面的偏微分方程。以符合簡支边界条件的正弦级数求出撓度后,便可依微分关系求出各梁的弯矩、切力及扭矩。鈇摩辛柯在其著作中(見[3]§37)討論向異性板的弯曲时,亦曾附帶地提及本法的可能性。本文給出了全部計算公式及为实用的目的而制訂了各种数表。計算的結果表明当梁間距不大于跨度的1/5时,本法与冗力法的結果相差無几,而本法在应用上的簡便笑为任何方法所不及。

The problem of investigating the vibration properties of continuous girders on elastic piers frequently occurs in practical design work. An approximate method of attack is to replace the elastic pier by a spring support. This method simplifies greatly the analysis and is generally adopted in practice. In the first part of this paper, this approximate method is investigated in detail and complete solutions including the effect of initial conditions are given. The computations are made more systematic and simple...

The problem of investigating the vibration properties of continuous girders on elastic piers frequently occurs in practical design work. An approximate method of attack is to replace the elastic pier by a spring support. This method simplifies greatly the analysis and is generally adopted in practice. In the first part of this paper, this approximate method is investigated in detail and complete solutions including the effect of initial conditions are given. The computations are made more systematic and simple by the adoption of a system of constants defined as the dynamic shape constants and load constants of the structure. In the second part of this paper, the more accurate method of analysis is investigated. The exact frequency equations of the system are obtained by writing down the dynamic equations of the girders and the piers simultaneously and the boundary conditions are taken into consideration. It is shown that by taking only the fist one or two terms of the series expansions, the exact frequency equation reduces to the approximate one. It is concluded that the approximate method will give adequate solutions in the case when the piers are rigid and when only the lower frequencies of the natural mode need be considered. Particular solutions of structures under transverse vibrations are worked out and is found more involved than that given by the approximate method.

本文所謂架空結構是指搁置在較高的支墩上的連續梁結構,例如高架橋梁或水電站的架空輸水管道等。這類結構在承受震動荷載(例如地震)時,常會引起較大的變形和应力。如支墩較粗矮,則在計算較低的頻率時,其作用可近似的以一彈簧支座代替之,而忽略支墩本身的結構震動影響。這是一個常用的假定,可以使計算工作充分簡化。本文首先對這一情况作了詳盡討論,給出较完整的解答,包括起始條件影響在内,並提出用“載常數”及“形常數”的觀念來進行計算。然后本文給出考虑支墩的震動影響時的精確解答,分別就縱横方向的震動進行討論,並指出近似計算公式和精確公式间的關係,近似公式只能在支墩較剛固和計算较低階的頻率時才適用。文中列出了結構作横向諧和震動時的特別解答,可見其計算工作量將比近似法增加不少。

 
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