In this paper, a numerical analysis of curved p.
本文提出了预应力曲线连续梁桥的数值分析方法。
Because of the numerical analysis of the basic contribution.
由于在数值分析方面的基础性贡献。
The rest of this section Outlines several important themes of numerical analysis.
其余的本节简要介绍了几项重要的主题，数值分析。
This is a important attempt for the numerical analysis methods of PDEs.
这将是对偏微分方程数值分析方法的新的重要尝试。
The calculating numerical results by computer analysis are in agreement with those of the test.
试验结果与计算分析结果基本相符。
The result of numerical analysis shows little difference to that of experiment.
数值计算给出了与实验一致的结果。
The advantages of this method are obvious compared to that of numerical analysis.
这种方法比数值模拟方法有明显的优越性。
Analysis of ultimate lateral resistance of sheet piles in clay by numerical lower bound method;
基于结构和平面应变单元，采用数值下限法分析结构–土体接触的稳定性问题。
Analysis of ultimate lateral resistance of sheet piles in clay by numerical lower bound method;
基于结构和平面应变单元，采用数值下限法分析结构–土体接触的稳定性问题。
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