归纳为

This diesis not only summarized and induced the classification of the slope and the influence factors of slope stability, but also summarized and classified the basic and new theories and methods of slope stability analysis, and then try to understand thoroughly and extensively the breakage mechanism and analytical theories and methods of slope stability for choosing the most suitable analytical theory and method of the engineering example research.

本文不仅对边坡的分类和影响边坡稳定性的因素进行归纳和总结，而且对边坡稳定性分析的基本理论与方法以及不断涌现出的新理论新方法进行整理、归纳和分类，力图对边坡变形破坏机制和边坡稳定性分析的理论与方法具有较为全面和深入的认识，为工程实例的研究确定适合的分析理论和方法。

The third chapter introduces the notion of inductive *-semirings and weak inductive *-semirings. We give some basic properties of them and discuss the formal power series semirings.

第三章以归纳*-半环为重点，介绍了归纳*-半环及弱归纳*-半环的概念及基本性质，并讨论了归纳*-半环的形式幂级数半环。

ID〓 is characterized by the fast speed of training and classifying, and it can be applied to large-scaled learning problems. But the selection criterion of attribute is the core of ID〓, and is now doubted. AQ〓 is a type of decision rule induction, presented by Michalski, a scientist of U. S.. It is characterized by high-precision classifying and capability of knowledge expression, and it can be applied to automatic knowledge acquisition in expert system. However, the inducing and matching speed of AQ〓 is slow.

其中决策树归纳以澳大利亚学者Quinlan的ID〓为代表，其特点是训练与分类速度都很快，适用于大规模的学习问题，但ID〓把注意力集中在属性的选择标准上，然而这种思想方法已开始受到人们的怀疑；决策规则归纳以美国学者Michalski的AQ〓为代表，其特点是分类精度高和知识表达能力强，适用于专家系统的知识自动获取，但归纳和匹配速度都慢。

The so-called AT-algebras are inductive limits of finite direct sums of matrices over the extension algeras of circle algebra by K, where K is the C~*— algebra of all compact operators on a separable infinite dimensional Hilbert space.

若V_*与V_*同构，且保持单位元等价类；T与T仿射同胚，且同构映射与同胚映射相容，则存在E与E′的同构导出上述同构和同胚，所谓AT-代数即为圆代数通过κ的本质酉扩张的矩阵代数的有限直和的归纳极限，这里κ为可分的无限维复Hilbert空间上的紧算子全体，不变量中的V*为三变元Abel半群，T为迹态空间，[1]为单位元所在的Murray-von Neumann等价类，r_E为连接映射。

A composite friction material consists ofthe mixture of many powdered granular and fibered materials.

分析归纳了粉体物料混合过程和混合机理，提出相对流动混合，撞击破碎混合，吸附、扩散和静电吸引混合的主要混合机理，分析了粉体造粒机理，以复合摩擦材料造粒过程为例，分析归纳了干混合预先成核、微分空穴填充、粘结和破碎、包围和磨碎、捏合与撕分、滑移填充、塑性流动填充、滚制与墩圆颗粒增

Chapter three analyzes one of his works—Good-bye Kinmen, whereas chapter four gives analysis on his other work Sunset red tile house.

本文章节安排分别为：第一章为绪论，叙述本文的研究动机、目的与方法；第二章为作者介绍，透过本章了解陈启淦在儿童文学创作上的想法与活动历程，并透过整理，了解陈启淦累计至目前的创作成就；第三章为《再见金门》作品分析、第四章为《日落红瓦厝》作品分析、第五章为短篇小说作品分析，各章分别就「题材选取与情节铺陈」、「主题探析」与「人物刻画」等各种面向，为作者的少年小说作品进行深入剖析，并透过第六章依据创作形式与内容两部份，分别整理、归纳陈启淦少年小说的创作特色，并提出笔者的个人评价；第七章则为本文结论，并提出笔者的意见，做为后进研究者的研究参考。

In order to escplore the new models of cultivating in school, the essay tightly connects cultivating with teaching and research activities, based on developing teachers vacational level by modern information technoledge. Besides, during the process of founding the system of trainning teachers in school, we decide on our cultive target—promote the element educational reform by school internet, combing the facts of different schools. The cultive contnet should suit measures to different conditions, trying to synthesise and stress its practical function. When carrying out the cultive plan, we should sum up different models and explain its essence, steps and function so that we make the best choice. As to evaluational methods, we can take varied evaluational ways, including self-evaluation and evaluating each other by combination of fixing quality and quantity. At last, it is very necessary to found a special organization in order to form cultive web, make entire standarization, pay attention to develop resource and provide cultive guarantee.

本文在构建网络环境下中小学教师校本培训体系时，把以教师专业发展为本，以学校为主要研究基地，以现代信息技术为手段，以新课程的学习和实施为抓手，把培训和教研活动紧密结合、溶为一体，探索校本培训的新模式作为目标；把以基础教育新课程改革为出发点，在总目标的框架下，结合学校的具体实际，以校园网络为依托，来确定相应的培训任务，以促进基础教育课程改革的顺利进行作为任务；培训内容因人而异、因校而异，力求综合化，强调实用性与实践性；就相关的网络环境下校本培训模式进行了归纳整理，就每种模式的基本内涵、实施步骤加以说明，并对其功能列表进行比较，以便使用时更好地选择；运用多元评价和多样化评价方式，采取定性和定量相结合、自评和互评相结合、学校整体和教师个人发展相结合等灵活多样的评价方法，认真地进行科学的全方位的评价；建立一个专门的机构进行组织与管理：建立组织机构，形成培训网络，进行整体规划，优化培训机制，注重资源开发，提供培训保障。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下：通过大量的计算、分析和对比，总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同，为深入了解异形截面柱的特点提供必要的基本概念和数据；通过大量的弹性及弹塑性计算分析，在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下，在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律，并在此基础上总结归纳出异形柱结构的最大适用高度规定，可用于规程，以便于在确定方案时起到宏观控制的作用；对肢长与肢厚比在4～5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨，提出初步的设计方法；通过对典型工程的弹塑性动力时程分析，检验异形柱结构的薄弱层及屈服、破坏、倒塌机制，以达到建筑物大震不倒的抗震设防要求；通过理论分析，推导出异形柱结构自振周期，以及适宜自振周期、适宜刚度的工程实用简化计算公式，为经济、安全、合理地确定结构方案提供简便实用的方法；在本文理论分析、计算以及大量的研究成果基础上，总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容，并在此基础上提出异形柱结构的抗震设计建议。

I consider this issue the school related us and our teachers and students should be very clear, bldg. has very main effect in national economy and social progress, we its reduce the following respects: Dimensions of industry of show off? expands to increase increasingly to the pillar action of national economy continuously....

这个新问题我想我们相关的院校和我们的师生应该非常清楚，建筑业在国民经济和社会发展中具有非常重要的功能，我们把它归纳为以下几个方面：第一，产业规模持续扩大对国民经济的支柱功能日益增强。。。。

The art development of Giorgio de Chirico is divided into seven periods : art cultivation、exploration、space consciousness、geometric architecture、return classicism、dualism and classical consciousness , which described the style transformation of Metaphysical painting .

本研究将基里诃一生艺术发展归纳为：艺术孕育期、创作探索期、空间意识期、几何建筑期、回归古典期、二元对立期和古典意识期等七个分期，来阐述「形而上绘画」的形式风格转变。

This paper discusses design and realizable methods of remote test output interface from logical design angle.

本文从逻辑设计的角度讨论遥测输出接口的设计及实现方法。

This also 星体投射plies to buildings, structures and geological features.

这也适用于建筑物和地质特征。