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1)  All Set Theory
统一集论
1.
It also puts up the All Set Theory.
本文阐述了它们对智能控制与决策的意义,并提出了统一集论
2)  all set
统一集
1.
The operation of the all set is also discussed in detail.
通过综合经典集合、模糊集合、可拓集合、Vague集合、粗糙集合、集对分析、FHW (模糊灰色物元空间 )、FEEC (模糊可拓经济控制 )等多种理论 ,提出了统一集概念 ,并详细讨论统一集的各种运算以及相关性质。
2.
And it expresses granular set in the form of all set,that is quaternary group——(U,D,B,J),in which U is the universe of the problem discussed,D describes all of the elements in U,B is the map from D to U,and J restricts B.
本文在已有的有关粒计算研究成果的基础上,提出了粒集的概念,并利用统一集的形式对粒集进行了描述,即是(U,D,B,J),其中U是论域,D是描述域,B是由D到U的映射,J是约束。
3.
First based on the complexity of system, the paper points out that harmonic society is an open complex large system and introduce All Set which is a new mathematical tool able to be used to describe complex large scale system.
本文首先从复杂学观点出发,说明了和谐社会是一个开放的复杂巨系统,并介绍了描述复杂系统的一种新的数学工具-统一集。
3)  Centralized and Unified
集中统一
4)  grand unified theory
大统一论
1.
On the establishment of grand unified theory by round chemical elements diagram;
利用圆表构建大统一论的初步研究
5)  unified theory
统一理论
1.
By the analysis of the dynamic processes of the movement of dislocations through a crystal lattice, a unified theory of collection dislocation motion including both thermal activation and viscous drag effects is proposed.
通过对位错在晶格内运动的动力学过程的全面分析,本文提出了一种考虑到粘性阻尼效应和热激活的位错集体运动统一理论,其特点是可用一简单的方程对从低速到高速运动的大量位错的平均行为进行统一描述。
2.
Based on the unified theory,trilinear and bilinear moment-rotation hysteretic model were used for CFST column and steel beam respectively.
以钢管混凝土统一理论为基础,钢管混凝土柱构件采用3线型弯矩-转角滞回模型;钢梁采用双线型弯矩-转角滞回模型。
6)  the unified theory
统一理论
1.
On the axial bearing capacity of composite concrete-filled steel tubes based on the unified theory
基于统一理论的复式钢管混凝土轴压承载力计算
2.
According to the unified theory of concrete-filled steel tube, the model of a semi-supported concrete filled steel tubular arch bridge is established for analyzing the dynamic property.
根据钢管混凝土统一理论,对国内某中承式钢管混凝土拱桥建立的模型进行了动力特性研究,并用时程分析法对其进行了地震响应分析。
3.
According to the unified theory of concrete filled steel tube,the inelastic yield load formula of axial compression middle long column was deduced by using the tangent modul theory.
基于“钢管混凝土统一理论”,应用切线模量理论推导出了钢管混凝土轴压中长柱的非弹性屈曲荷载的计算公式,并将理论计算结果和文献试验结果进行了对比,理论计算结果和试验结果符合良好。
补充资料:〖ZK(〗各证集说诸方备用并五脏六腑集论合抄〖ZK)〗


〖ZK(〗各证集说诸方备用并五脏六腑集论合抄〖ZK)〗


内科著作。1卷。原题清叶桂(天士)家传,撰年不详。此书汇集内科杂证70余种,方剂近200首。每证各为一论,阐明疾病性质、病因、症状、治则及方药。论后每引经说,概括病机。所列方药服法亦皆详备。又列“五脏六腑论”一章,引用《内经》、《难经》,逐一论述五脏六腑之形象、部位、表里关系、病症及治法。本书内容多录自《临证指南》,恐系后人伪托叶氏之作。现存抄本
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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