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半解析方法的英文

  • semi-analytic method

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  • 例句与用法
  • A semi - analysis method of differential equations with variable coefficients under complicated boundary conditions
    复杂边界条件下任意变系数微分方程的半解析方法
  • Compared with the semi - analytic , ptam is not only much simpler mathematically , but also easier to implement practically
    半解析方法相比,本文方法不仅数学处理上非常简单,而且易于数值实现。
  • The conventional time difference solutions methods are given . the semi - analytical method for sensitivity analysis is presented
    给出基于常规时间差分的求解算法,并讨论灵敏度分析半解析方法
  • The general formulation of pti , the substructure method of pti , and the proof of symmetry property of matrix exponential in pti are proposed
    接着给出基于常规时间差分的求湃算法,并讨论热传导灵敏度分析的半解析方法
  • Comparing with the classic finite element method , wpim belongs to a half analytical method , it is not sensitive to the time step , so this is helpful to improve the computational efficient
    与传统的有限元方法相比,本文方法属于半解析方法,对时间步长不敏感,可有效提高计算效率。
  • It is proved that the semi - analytical prediction method makes the model has a better prediction precision , a better generalization ability and a lower dependence on the number of samples by using matlab tool
    通过仿真分析,证实了应用半解析方法进行预测时,模型的预测精度更高,泛化性能更强,对样本的依赖程度更低,并具有更好的长期预测能力。
  • It can be solved by the modern canonical mathematic tools , for example , adjoint symplectic orthonormality and the expansion theorem etc . the problem of viscoelastic cylinders can be solved by using the analytical and semi - analytical method
    借助于现代辛数学等工具,如辛正交关系和展开原理等对问题进行求解。采用解析、半解析方法等来解决粘弹性柱体问题。
  • Considering the stiffened plate as a composite system of grillage beams and slab , the superstructure as an equivalent rigidity plate , a semi - analytical and semi - numerical method , which makes use of compatible analysis of force and displacement among beams and slabs and columns and ground , is developed to analyze interaction between stiffened raft foundation and subsoil considering the rigidity of superstructure
    摘要将弹性地基上的梁板式矩形筏基视为十字交叉梁与平板组合体系,上部结构刚度简化为等效刚度板,采用半数值、半解析方法,通过梁、板、柱以及地基之间力与位移平衡协调分析,可得到考虑上部结构刚度时梁板式筏基写地基共同作用的半数值、平解析解。
  • Analytical solution was obtained for one - dimensional large - strain and non - linear consolidation of single - layered soil under time - dependent loading on the basis of some simplifications . meanwhile , semi - analytical method was proposed for solving more complicated consolidation problem and corresponding computer code was developed for one - dimensional large - strain consolidation analyses , in which , complicated factors such as selfweight , non - linear and rheological properties of soft soils can be all taken into consideration . the correctness of the method and that of the code were verificated through comparing the results with those obtained from available analytical solutions
    然后根据离散和解析相结合的原则,利用已有的成层地基一维线弹性固结解析解,建立了能求解复杂一维固结问题的半解析方法,编制了相应的能综合考虑土的非线性、流变、成层性、自重以及变荷载等复杂因素的软粘土一维大应变固结计算程序,并通过与已有各种解析解的比较对半解析法及其程序的正确性和有效性进行了验证。
  • Reliability prediction precision is not better in the traditional software reliability prediction models . in order to resolve this problem , semi - analytical prediction method is established in this paper . the new method combines artificial neural network ( ann ) and reliability growth model
    笔者先对传统预测模型进行了介绍和评述,指出采用传统方法,模型在预测精度上均有待提高,为了解决这一问题,笔者将人工神经网络技术应用于软件可靠性增长模型(解析模型)中,提出了软件可靠性预测的半解析方法
  • 推荐英语阅读
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