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1)  spatial statistical units
空间统计单元
1.
aking the urban renewal area of Hankou,Wuhan as a case study,the information requirement of urban renewal planning and the existing problems are analyzed,and a spatial data model to research more reasonable spatial statistical units is presented.
以武汉市汉口旧城区为案例，分析了旧城更新规划的信息需求和存在的问题，提出和分析了一种空间数据模型，旨在探讨合理的空间统计单元，以增强ＧＩＳ技术应用的深度，为规划与决策提供更为详细和微观的信息依据，这种方法也适合于国内其它城
2)  space cell
空间单元
1.
A study on the space cell and the triangular divide of the torus during the design of packaging structural and modeling was made.
对在包装容器的结构、造型设计中作为常用基本体素的环面进行了空间单元及三角剖分的研究 ,给出了用空间单元法及三角剖分法表示圆环的原理和方法 ,同时也给出了该三维模型的数据结构 ,简化了算法。
2.
A study on the space cell and the triangular divide of the tore was madeThe principle for showing tore with space cell and triangular devide were given as well as the data structural of the very 3-D modelThe calculation was simplifiedAnd both the ways for defining the quartuple camber on the tore and together line of comberes with the dispersion method were also presented
对作为常用基本体素的圆环进行了空间单元及三角剖分的研究，给出了用空间单元法及三角剖分法表示圆环的原理和方法，同时也给出了该三维模型的数据结构，简化了算法，并从根本上为解决在圆环面上定义四维曲面及用离散法进行曲面求交等问题提供了保
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3)  space unit
单元空间
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4)  statistical unit
统计单元
1.
In this model, the correlation between statistical units is defined to be the linear combinations of geological variables used for prediction, i.
该方法将统计单元关联度定义为诸地质变量的线性组合，即 Ｙ＝ Ｘｄ 。
2.
The practical sign ificance of these re-zoned seismic zones (or belts) is that they can be geogroph ically taken as statistical units for seismicity.
这些地震区 (带 )的实际意义是可作为地震活动性的地理统计单元。
5)  space bar element
空间杆单元
1.
By the method of transforming the node DOF of the space bar element to the node DOF of the space virtual laminated element,that is,the node of bar element need not fixed on the node of space solid element,the prestressed concrete structure were simulated together.
通过自由度变换,把空间杆单元的节点自由度用空间虚拟层合单元的节点自由度来表示,即杆单元的节点无需固定在体单元节点上,共同模拟了预应力混凝土结构。
2.
By the method of transforming the node DOF of the space bar element to the node DOF of the space solid element,the position and direction of prestressed reinforced needn\'t be taken into account,that is,the node of bar element needn\'t be fixed on the node of space solid element.
通过自由度变换,把空间杆单元的节点自由度用实体单元的节点自由度来表示,使得单元网格划分不必考虑预应力钢筋的方位,即杆单元的节点无须固定在实体单元节点上,共同模拟了预应力混凝土结构。
6)  three-dimensional beam element
空间梁单元
1.
In this paper,the stiffness matrix of three-dimensional beam element is regarded as the function of the shearing-shape coefficient of beam section.
本文将空间梁单元的刚度矩阵视为梁截面的剪切形状系数的函数,对FRAME3相关子程序进行了适当改动,使该程序计入了截面的剪切形状系数对梁变形的影响,并将剪切形状系数视为变量进行了随机处理,利用算例求出了不计、计入剪切形状系数时杆系结构的解及其对剪切形状系数的随机解,并对三者进行了比较分析。
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补充资料：分布和特征量统计(见统计分析)


分布和特征量统计(见统计分析)


　　fenbu he tezhengliang tongjj分布和特征量统计见统计分析。
　　
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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