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LBIE, based on the local boundary equation, adopts the traditional moving least squares approximation which depends on only the values of the nodes in the domain of the problem or along its boundary. The whole process of integration is carried on over a local domain or its local boundary centered at the node in question. The local boundary equation can be rewritten to represent the values of the unknown function at the point of interest, and the essential boundary conditions can be directly and easily enforced by using the Green formula and the characters of the Dirac function.

它以局部边界积分方程为基础,采用移动最小二乘近似函数,从而只需要分布在问题域内及其边界上的节点的信息值,无需划分单元;整个积分是在以节点为中心的局部域及其边界上实现,所以不需要背景积分网格;借助于格林公式及Dirac函数的性质,将局部边界积分方程转化为所考虑点的未知函数的边界积分表达式,便于直接施加本质边界条件。

The method can be used in all kinds of domains since it calculates the global minimum of a constrained multi-extrema function to get high-quality centroidal Voronoi tessellations for the region.

该算法结合k-means方法和模拟退火算法求解约束条件下的多峰值函数全局最小值,在待求计算域内和边界自动生成无网格计算节点,且节点为计算域对应质心Voronoi结构的质心点。

Combined with engineering practices, this article proposes that feeder section is regarded as graph, the nodes inside the section are treated as vertexes of graph, and the lines between nodes as arcs.

结合配电自动化的工程实际问题,提出将馈线区间作为一个图,并将区间内各节点作为图的顶点,节点间线段作为图的弧,以线路潮流的方向作为弧的方向,并由此建立了配电网馈线区间的数学模型。

However, within square brackets the current node is usually different from the context node.

当然,在方括号内当前节点一般和上下文节点就不同了。

This dissertation applies 3-D finite element theory to development of the shape functions and stiffness matrixes of the triangular prism isoparameter elements (6 to 15 nodes). A calculating method for Gaussian integral in triangular prism is presented.

本文应用三维有限元理论,构造了一类五面体6~15节点单元的形函数,提出了在五面体单元内的Gauss积分处理方法,建立了相应的单元刚度矩阵,将其与六面体8~21节点单元结合,可用于计算焊接钢结构的应力场。

The method comprises searching the undermost leaf node corresponding to a key word in a pre-established index tree; acquiring a block corresponding to the leaf node in the pre-stored IP address area of the virtual private network and corresponding index information, wherein the block comprises one or more consecutive IP address area and corresponding index information; acquiring the IP address area to which the key word belongs in the block; and searching the routing list corresponding to the index information according to the indexing information corresponding to the IP address area.

所述方法包括:在预先建立的索引树中查找关键字对应的最下层的叶子节点;在预先存储的虚拟私用网的IP地址区间和对应的索引信息中,获取叶子节点对应的块,该块包括一个或多个连续的IP地址区间和相应的索引信息;在该块内获取关键字所属的IP地址区间;根据该IP地址区间对应的索引信息,找到该索引信息对应的路由表项。所述装置包括:查找模块和获取模块。

The simulation results demonstrate that in 500m × 500m × 50m three-dimensional space, 20 anchor nodes are placed randomly with ANR = 4, 97 % of the unknown nodes will be located, and the average location error is only about 20%.

仿真结果表明,在500m×500m×50m 的三维空间内,随机放置20个锚节点,ANR=4 ,就能对97%的节点进行定位,其平均定位误差仅为20%左右。

It can also reduce the handover frequency, hold the continuity of the correspondence and make the load of MAP balance when handovers occur.

这个模型是通过使用非固定的MAP域管理,针对单一移动节点的逻辑管理域,解决移动节点在域间切换和域内切换时的通信延时问题以达到降低切换行为的发生频率、保持切换发生时通信的连续性、使MAP负载均衡等目的。

Bolts should be distributed to make the plastic hinge line extend along the longest path in plane, so the load bearing capacity of joint plates could be exerted fully.

螺栓布置要尽可能使节点板的塑性铰线沿着面内最长的路径扩展开,才能充分发挥节点板的承载能力。

Experimental results of new type joints between the column and the steel beam of concrete-filled rectangular steel tubular under reversed cyclic loads are presented. The earthquake resistant capacity of the joint is influenced by infilled concrete, stiffener length and relative dimensions of column and beam.

介绍了新型方钢管混凝土柱与钢梁节点在低周反复荷载作用下的试验结果,分析了内填混凝土、加劲肋长度和梁柱相对尺寸等对节点抗震性能的影响。

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