To avid this computational error, it comes forth finite contact elements analysis method.
为了消除这种计算误差，出现了有限元接触分析方法。
Above mentioned method could be applied to computational auditory scene analysis.
本文提出的方法可应用于计算声场景分析中。
The theoretical analysis and computational examples show that the initial feasible solution obtained by the method is satisfactory, which can provide good bounds in branch and bound procedures.
理论上的分析和计算的例子表明用这种方法得到的初始可行解是令人满意的，嵌入分支定界法可以提供好的界。
Because the RGA computation is implemented based on the residue analysis, the proposed method can effectively reduce computational complexity and shorten signal selection process.
由于是在留数分析的基础上进行RGA计算，因此，这种调制信号选取方法可有效降低计算量和缩短选取进程。
Firstly the thesis introduces computational analysis theory about curved bridge, get a preliminary understanding about the stress characteristic and analytical method for curved girder.
本文首先介绍目前有关于弯梁桥的计算分析理论，对弯梁桥的构造与受力特点以及分析方法有一个初步的认识。
Validity of the computational model and method is verified through comparison between the results of the shaking table test and numerical analysis.
进行了数值分析，并与试验结果进行了比较，验证了本文提出的计算模型与方法的正确性。
In this paper, the problem of the parameter sensitivity in fuzzy reliability analysis is discussed, and a computational method of parameter sensitivity of fuzzy reliability is put forward.
文章讨论了模糊可靠性分析中的参数灵敏度问题，提出了模糊可靠性参数灵敏度的计算方法。
Through the analysis of EIA, a modified computational method is given, which can analyze a dihedral corner reflector with arbitrary shape of planes and with shadow objects.
通过对等效照明面积的分析，给出了能计算任意平面形状、有遮挡效应的二面角反射器后向雷达散射截面的工程方法。
On the basis of orthorhombic techniques, a computational decoupling method which can be used in the active control analysis of unrestricted elastic structures is brought forward in this paper.
在正交化技术的基础上，本文提出了一种适合于无约束弹性结构主动控制分析的计算解耦方法。
Owing to the great economy in computational work and to the ease for application in using existing programs of elastic analysis this method is quite suited for practical applications.
由于这个方法的计算工作量小，并可充分利用已成熟的弹性分析程序，故便于解决实际工程问题。
An interval analysis method was proposed for the influence analysis of the model error to the computational results of natural frequency of structures.
给出了一定误差水平下的模型误差对固有频率计算结果影响程度分析的区间方法。
Furthermore, a new method combining computational mechanics, neural network and experimental modal analysis was demonstrated for composite health monitoring.
进而提出了一种将计算力学、神经网络和实验模态分析相结合的复合材料结构脱层损伤检测的新方法。
Based on equilibrium equations and stress strain relationships, an effective theory and computational method for the analysis of RC beams strengthened with FRP plates are presented.
该文基于钢筋混凝土结构设计理论中的截面平衡方程和应力应变关系，为FRP板加固的钢筋混凝土梁的计算提供了行之有效的理论和方法。
A new microelement method for the analysis of functionally graded structures was suggested, and the method model, basic computational equations, features and functions were given in this paper.
建议一种新颖的功能梯度构件分析的细观元法，给出了方法模型、基本算式及特点与功能。
Fast and efficient contact detection algorithm is one of the most important key techniques to control computational efficiency in 3d discontinuous analysis such as the distinct element method.
在离散元等三维非连续介质数值分析方法中，快速高效的接触检索算法是控制计算效率的关键性因素之一。
This paper firstly elaborates the practical significance of profit sensitivity analysis, the computational method and concrete utilization in the practical work.
阐述了利润敏感性分析的现实意义、计算方法和在实际工作中的具体运用；
For some complex structural problems a rigorous analysis can not be obtained due to lack of appropriate computational method. In such case the comparison method will become very important.
一些复杂结构，当缺少适当的计算方法，或基础资料不足，不能进行精确分析时，设计中的比较方法便成为一个重要课题。
For decreasing the computational scale, adjoint variable method is proposed to solve the sensitivity analysis based on FEM.
结合数字信号处理技术以及数值分析方法，解决了结构优化求解规模巨大的难点。
Theoretical analysis and simulation results show that the proposed method can effectively reduce the computational complexity without loss of PAPR reduction performance.
理论分析和仿真结果表明新算法能够有效降低传统算法的计算复杂度，且不会造成峰均比抑制性能的损失。
Eigenvalue buckling analysis is the main method of structural stability because of its computational efficiency.
由于计算效率较高，特征值屈曲分析是目前分析结构稳定性的主要方法。
The concept of equivalent damp is presented in the back-analysis and the feasibility of the method based on equivalent damp is proved. Thus the computational quantity could be reduced enormously.
在反分析中，提出了等效阻尼比的概念，并验证了等效阻尼比的可行性，从而大大降低了动力反演的计算量。
In addition, the computational efficiency decreased than the traditional TFI method, but can improve 1 to 2 orders of magnitude compared to the spring analysis method.
另外，方法的计算效率较传统TFI有所降低，但相比弹簧方法提高1到2个量级。
In addition, the computational efficiency decreased than the traditional TFI method, but can improve 1 to 2 orders of magnitude compared to the spring analysis method.
另外，方法的计算效率较传统TFI有所降低，但相比弹簧方法提高1到2个量级。
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