1) element-by-element relaxation
逐单元松弛
2) cable element slack
索单元松弛
3) line relaxation method
逐行松弛法
4) static relaxation discrete element method
静态松弛离散单元法
1.
Analysis based on static relaxation discrete element method is presented for earth pressure distribution on the piles in deep foundation excavation.
研究了利用静态松弛离散单元法计算深基坑支护桩上的土压力分布情况。
5) relaxed monotone operators
松弛单调
1.
The paper introduces and studies a type of new problems on generalized variational inequality involvement of relaxed Lipschitz and relaxed monotone operators, and generalizes the corresponding results of Verma and Yao.
本文引入和研究了一类新的带松弛Lipschitz与松弛单调算子的广义拟变分包含问题 ,推广了Verma与Yao相应的结
6) successive over relaxation
逐次超松弛迭代
1.
By employing finite difference method and by choosing over-relaxation factor and iterative accuracy,the authors have proposed successive over relaxation(SOR) method for solving Reynolds equation.
本文在有限差分法的基础上,通过对超松弛因子和迭代精度的选择,采用逐次超松弛迭代法对雷诺方程进行了数值求解,并以径向滑动轴承的压力分布计算为例,说明了上述因素的具体确定方法。
补充资料：耽耽逐逐
1.瞪目逼视而急欲攫取。语本《易．颐》:"虎视耽耽﹐其欲逐逐。"《汉书．叙传下》"六世耽耽"唐颜师古注引作"虎视耽耽，其欲浟浟"，曰:"耽耽，威视之貌也。浟浟，欲利之貌也。今《易》浟字作逐。" 2.形容贪婪追逐貌。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条