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collocation point相关的网络例句

查询词典 collocation point

与 collocation point 相关的网络例句 [注:此内容来源于网络,仅供参考]

Resistance to Earth magic by an amount equal to your skill in Earth and lasts one hour per point of skill. 1 point resistance per point of skill 2 points resistance per point of skill 3 points resistance per point of skill 4 points resistance per point of skill P

每提高一个土魔法等级可以增加1点防御值每提高一个土魔法等级可以增加2点防御值每提高一个土魔法等级可以增加3点防御值每提高一个土魔法等级可以增加4点防御值 P

Results show that floes' VC and D at the surface water were closely related to current velocity; and the peaks of VC lag those of the current velocity. The lag variation during ebb and flood tides is 10-30min and 30-50 min, respectively. Current velocity at 50 cm/s is a turning point of D vs. vertical average current velocity, before the point, Dm increases with current velocity, and decreases after the point. Similarly, VC at 75μl/L becomes a critical point in the surface water, below the point, D increases with VC, and above the point, D stabilizes.Δp is D dependent, larger floes have much lower Δp than smaller floes. Both D and Δp of floes affect ω. In the surface water during spring tide and neap tide, a power exponent relationship exists between Δp and D, and ω and D.

研究表明:①长江口徐六泾表层絮凝体体积浓度主要受水流流速影响,再悬浮现象明显,体积浓度过程线滞后流速过程线,落潮期间滞后10-30min,涨潮则滞后30-50min;②小于一定流速时絮凝体平均粒径随流速增大而增大,大于一定流速时絮凝体平均粒径则随流速增大而减小,徐六泾夫、小潮表层絮凝体在50cm/s的垂线平均流速时出现平均粒径与垂线平均流速关系的转折;③徐六注大、小潮表层絮凝体平均粒径在体积浓度75μl/L时出现平均粒径与体积浓度关系的转折,体积浓度小于75μl/L时粒径随体积浓度增加而增大,超过75μl/L时粒径随体积浓度的增加变化不明显;④絮凝体有效密度由粒径大小控制,粒径大,有效密度小,反之亦然,粒径和有效密度共同决定絮凝体静水沉速,有效密度和沉速与平均粒径之间均存在良好的幂指数关系。

The critical point means such a state that all the differences between gas and liquid disappear completely,being a most important parameter of dividing the types of fluid and being widely verified in both theory and practice.Currently,four methods of determining critical point are summarized as follows:①laboratory measurement through examining critical opalescence or recording the bubble point and dew point curves;②empiric relation;③calculation of the bubble point and dew point curves by PVT software;and ④ direct calculation according to thermodynamic theories.

随后对临界点进行确定,临界点是气液一切性质差异均消失的状态,是区分流体类型最重要的参数,并得到了理论和工程应用的广泛验证,目前确定临界点大致有四种方法:①实验测定,通过观察临界乳光现象或记录流体的泡点和露点线;②经验关系式;③通过PVT软件计算流体的泡点和露点线;④利用热力学理论直接计算。

Distance from the origin point to O point was (1.84±0.69)cm,unharmful separation point to O point was (0.05±0.12)cm,muscle entry point to O point was (4.35±0.12)cm.

结果 桡神经旋后肌支数为2.6±0.52,其自然分支处距O点(1.84±0.69)cm,干支分离后分支距O点(0.05±0.12)cm,入肌点距O点(4.35±0.12)cm。

Based on existing creep theory and the spline function collocation point method, a numerical method was developed to calculate the transient creep strain and stress of a rotor of steam turbine to be aligned.

以往由于缺乏转子钢在直轴温度范围内的蠕变特性实验数据以及对大轴温度场、应力场和应变场的深入理论分析,直轴工艺还带有较大的经验性。

In the dissertation, the nonlinear bending of circular sandwich plates based on Reissner theory is analyzedThe method of Point Collocation are used in the calculation,with the B-spline function taken as the trial function.

本课题研究了基于Reissner理论的夹层圆板的非线性弯曲问题。文中采用配点法计算,以三次样条函数作为应力函数和挠度函数的试函数。

In this paper, the major factors which have effects on the numerical convergence includ the inner distance of the sources submersed into the body surface, the distance moved upward above the mean free-surface, the computing range of free surface, and the collocation point interval.

本文选取足够的自由面计算范围和边界配置点数量,讨论了物面内潜深度和自由面上提升高度对计算结果收敛的影响,并建议了内潜距离的计算表达式,获得了一致收敛的数值解。

With enough free-surface range and collocation point number, this paper discusses the effects of the two kinds of distances on the numerical convergence, proposes the expressions for the inner distance, and has obtained consistent and convergence results.

本文研究了潜水椭球和Wigley船型的兴波问题和绕射问题,计算了非线性的兴波阻力系数、纵向一阶波浪扰动力和二阶倍频波浪扰动力,以及兴波武汉理工大学博士学位论文波形和绕射波形。

In the case of 16 boundaries, cubic B-spline function taken as trial function, the solutions to nonlinear stability of truncated conical shells and spherical shells with variable thickness were obtained by the method of point collocation.

在16种边界条件下,以三次B样条函数为试函数,用配点法计算变厚度开顶圆锥壳和球壳的非线性稳定。

The coefficients in trial function can be gained by the point collocation method, then the solution of the boundary value problems is obtained. Non - uniform beams and irregular plates on Winkler foundation and plates on elastic half space foundation can be numerical calculated by the introduced method.

为对土与结构物的相互作用进行研究,在采用适当的土体模型的基础上,必需求解地基与基础的共同作用方程,而该共同作用方程一般是偏微分方程或微分积分方程,除一些简单的模型外,其解析解较难获得,因此只能采用数值方法求其结果,加权残仇法是一种L作鼠少、简便易行的数仇方法{2,但其解的精度'。

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