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结构力学
相关语句
  structural mechanics
    Computational Structural Mechanics, Optimal Control and Semi-Analytical Method for PDE
    计算结构力学、最优控制及偏微分方程半解析法
短句来源
    Structural Mechanics Method Applied to Solving Riccati Differential Equation with Two Kinds of Boundary Conditions
    具有两类边界条件的里卡提微分方程求解的结构力学方法
短句来源
    INTEGRATION OF CONSTRAINED DYNAMICAL SYSTEM VIA ANALYTICAL STRUCTURAL MECHANICS
    约束动力系统的分析结构力学积分
短句来源
    Based on the simulation relation between computational structural mechanics and optimal control, the mixed energy of time-interval is introduced, and Riccati differential equation under two kinds of boundary conditions is studied.
    基于计算结构力学与最优控制的模拟关系,引入时段混合能的概念, 研究了两类边界条件(对状态约束的边界条件和弹性约束的边界条件)下 Riccati微分方程的求解.通过变分原理,使问题成为两点边值问题;
短句来源
    Based on the simulation relation between computational structural mechanics and optimal control theory, and using the energy expression in structural mechanics, the LQ control problem with the
    本文基于计算结构力学与最优控制理论的模拟关系,利用结构力学中的能量概念,从力学角度对终态条件不归零LQ控制问题作出了分析,并给出了控制律,使对这类问题产生更深的理解。
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  “结构力学”译为未确定词的双语例句
    THE APPLICATION OF FINITE ELEMENT METHOD TO LAMINATED MEDIUM STRUCTURES
    有限元素法与迭层复合材料结构力学
短句来源
    We know the structure of solution on second order homogeneous linear difference equations such as y(n+2)+ p(n)y(n+1)+q(n)y(n)=0, n =0,1,2,. .
    对一般形式的二阶齐次线性差分方程y(n +2 ) +p(n)y(n +1) +q(n)y(n) =0和y(n +2 ) +p(n)y(n +1)+y(n) =0 ,已用于求解结构力学、动态经济学问题以及数学建模等 .
短句来源
    Finally, this paper also uses MUSCL scheme semi-analysis method in space discrete and uses single point sub-domain precise integration method-- which was first advances by the academician Zhong Wanxie and first used in Structural mechanics--to solve Burgers equation in time coordination.
    最后,利用半解析方法,在空间离散上仍采用MUSCL格式,而在时间坐标上则采用近年来由钟万勰院士提出的首先应用在结构力学方面的单点子域精细积分方法对Burgers方程进行了求解。
短句来源
    In this Paper, the finite strip method which was first Presented in structural analysis by Prof. Y. K.
    本文把Y、K、CHEUNG在结构力学中的有限条法引用于热传导问题的求解。
短句来源
    In this paper, the stiffened plate theory in aeronautical engineering is used to simulate the box girder with trapezoidal cross section as a stiffened plate structure consisting of stiffener bars and sheets.
    本文利用航空结构力学中的加劲板理论,把梯形截面箱梁模拟为由加劲杆与系板组合而成的加劲板结构.
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  structural mechanics
Advances in structural mechanics of Chinese ancient architectures
      
The researches on the structural mechanics of ancient architectures show the different aspects of structure and mechanics.
      
Systematical studies on the structural mechanics of ancient architectures have been carried out at Xi'an Jiaotong University since 1982.
      
Many historical buildings have in fact problems of structural strength and stability; the need for further studies on structural mechanics and materials is definitely growing.
      
This turbine blade optimization is based on the optimization frame software iSIGHT, in which four disciplines (aerodynamics, thermal dynamics, structural mechanics and structural dynamics) have been integrated.
      
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In this paper a normal equation is derived for orthogonal gridworks loaded normally to their planes analyzed by the slope-deflection-gyration method.

本文把一般结构力学的用变形法计算平面刚架的原理应用到交叉梁系上,得到了一组法方程式,考虑了扭矩的影响。

This paper is inteded to give a direct iterative method for the generalized eigenvalue problems. The convergence of this iteration is proved, It can be considered as an extension for simultaneous iteration of ordinary eigenvalue problems.

广义特征值问题是结构力学中使用有限元法时,比较常见的问题,它已有一些行之有效有算法。本文提出一个直接迭代方法并讨论了它的收敛性。

In this paper,the author dwelt on the stability of earth slope,the forces acting mutually between two segments being considered or not. While considered,they are staticallyindetorminate and certain assump- tions concerning the derection and the point of application must be given. But the author proposed a suitable method that the segments may be turned into the system of bars,which greatly simplifies the solution by means of the the theory of structure instead of any assumption.

本文讨论了考虑土条间相互作用力和不考虑土条间相互作用力的土坡稳定分析问题。在考虑土条间相互作用力的边坡稳定分析中,土条是处于静不定状态下,为了解决这一问题,通常是对土条间的作用力的作用方向或作用点作某些假定。本文提出的方法,是将土条转化为杆件体系,然后应用结构力学的方法来使问题得解,而不需对土条的作用力进行任何假定。

 
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