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By using static gap element theory, calculating the drill string friction through nonlinear mechanics iterative, the size and distribution rule of friction are found .

本文利用静力间隙元理论方法,对钻柱摩阻力进行非线性力学迭代计算,得出摩擦阻力的大小及其分布规律。

The comprehensive treatment project of Tong Ken landslide consists of whittling slope、anti-landslide pile with anchoring cable、retaining wall、building ground drainages leveling off and calking slope、vegetation protection etc. After managing, under the action of earthquake load and watery the stability coefficient of landslide is up to 1.10.Then, this text researches the structural optimization design of anti-slide pile with anchoring cable. On the condition that the width of section is invariable, the height of section is confirmed by structural optimization method. This will change traditional method to optimize the height of section so that design is simplified and cost is lower.

最终选用的的综合治理方案是由削方、锚索抗滑桩、护坡挡墙、地表排水、整坡填缝、生物防护等多种工程措施优化组合而成,治理后,在饱水有地震荷载状态下滑坡的安全系数可达1.10论文重点是主要对锚索抗滑桩的桩身结构优化设计进行了研究,在给定抗滑桩截面宽度的条件下,运用结构优化的方法来确定抗滑桩截面高度,改变传统迭代计算方法确定桩截面尺寸,使抗滑桩截面高度取最优值,达到简(来源:ABC4a论文8d网www.abclunwen.com)化设计和降低工程造价之目的。

The weighted least square iteration computational equations and error estimate equations are given.

给出了加权最小二乘法的迭代计算公式和误差估计公式。

Based on the presented method and program a suspension bridge's main cable shape at dead load was computed by iterative method.

基于该方法和程序对一座悬索桥的主缆进行了恒载线形的迭代计算分析。

By using the matrix geometric solution, we obtain the equilibrium condition of the system, and also derive the stationary probability of the system.

通过使用矩阵几何解的方法,求出了系统的平衡条件,进一步导出了系统的稳态概率分布,并且给出了率阵R的迭代计算程序及j=2时R的精确表达式。

The components of the Fiedler vector were weighted on the corresponding vertices of graph such that differences of the components provide information about the distances between the vertices.

摘 要:在多水平方法初始剖分阶段提出了一种基于谱方法的无向赋权图剖分算法SPWUG,给出了基于Lanczos迭代计算Laplacian矩阵次小特征值及特征向量的实现细节。

During the initial partitioning phase of multilevel method, this paper proposed the algorithm of spectral partitioning for weighted undirected graph and gave the Fiedler vector calculation of Laplacian matrix using the Lanczos iteration method.

在多水平方法初始剖分阶段提出了一种基于谱方法的无向赋权图剖分算法SPWUG,给出了基于Lanczos迭代计算Laplacian矩阵次小特征值及特征向量的实现细节。

With iterative calculation method, loads of pile cap ,side frictional stress, settlement of pile cap, settlement between pile and soil,are deduced in condition of a group of initial side friction coefficients.

根据这些协调方程组,在给定一组初始桩侧摩阻力系数的条件下,运用迭代计算,最终可求出复合地基中的桩顶荷载、桩侧摩阻力、桩顶沉降及桩间土的受力和沉降。

Model is composed of heat exchange equation of side of air and heat exchange equation side of refrigeration.

程序的输入量为结构参数,空气,制冷剂的入口状态等,经迭代计算求解制冷剂的出口状态。

And give iterating and methods of determining indexes weight.

并给出确定指标权重的循环迭代计算公式与方法。

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