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Generally, brilliant color is a must and often cross-sections are as unique as Technicolor snowflakes.

一般而言，颜色是必须的，而且往往截面是独一无二的Technicolor雪花。

Note that the code is not complete (abbreviated sections are marked by ...).

注意这些代码不是完整的（省略的区域被标以。。。

Article 41 Provisions of Sections 1 and 2 of this Chapter shall apply to the amendment and abolishment of a regulation.

第四十一条法规的修改和废止程序，适用本章第一节、第二节的有关规定。

12patients were given fracture reduction,then penetrated 2 pieces of 3.5mm bony circular needle through fracture sections,tighten the jion-arm nut,the fracture sections will get in touch each other closely,then close the wound.Functional exercises would be given after 3 weeks.When X plain showed us the fracture reach or almost reach clinic heal,remove the external fixator which was substituted by using the small splint for protection untill fracture heal completely.

方法12例患者经整复骨折后，在骨折断端各贯穿2枚3.5mm骨圆针，旋紧连接杆螺母使骨折面紧密接触，然后根据伤口具体情况关闭伤口。3周后功能锻炼。X线复查证实骨折达到或接近临床愈合时拆除外固定器，改用小夹板保护至骨折完全愈合。

The Admin area, as you said, is made minimalistic and some sections which were Main Sections are now SubSections.

在管理方面，如你所说，是尽量少和一些章节其中主要内容现在小节。

A method of the soft registration based RST transformation is put forward on the basis of the hard registration in consideration of the speciality of 3 D image reconstruction for the serial sections of palatal microstructure. Employing characteristic points, the problem of displacement on 3 D image reconstruction for serial sections of palatal microstructure was solved and paved the way for reshowing the palatal microstructure with reality.

针对显微腭部序列切片图像三维重建的特殊性，在硬定位的基础上，提出了一种基于RST变换的软定位方法；利用特征点，解决了显微腭部组织序列切片图像在三维重建过程中的错位问题，为真实再现腭部组织结构打下了良好的基础。

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。

In presentations, Signposting is informing the listener as to what things are going to be talked about, and when sections have been completed and new sections are opened.

在演示文稿，路标是通知听众，以什麼事情要谈，当部分已经完成，新的章节，是开。

In presentations, Signposting is informing the listener as to what things are going to be talked about, and when sections have been completed and new sections are opened.

在演示文稿，路标是通知听众，以什么事情要谈，当部分已经完成，新的章节，是开。

Chapter Ⅳ is comprised of 3 sections. The first two sections carry on the analysis and edition comparison of every piece at Czerny《30 ?tudes de m?canisme》op.849 and Heller《30 ?tude progressives》op.46 alone.; The third section aims at comparing "the mechanical skill" and "the interpretation skill" carries on two works.

第四章共分三节，前两节先就《彻尔尼30首练习曲作品849》与《海勒30首进阶练习曲作品46》各首乐曲单独进行深入分析与版本比较；第三节则针对「机械性技巧」与「诠释性技巧」进行两部作品的综合比较。

We have no common name for a mime of Sophron or Xenarchus and a Socratic Conversation; and we should still be without one even if the imitation in the two instances were in trimeters or elegiacs or some other kind of verse--though it is the way with people to tack on 'poet' to the name of a metre, and talk of elegiac-poets and epic-poets, thinking that they call them poets not by reason of the imitative nature of their work, but indiscriminately by reason of the metre they write in.

索夫农 、森那库斯和苏格拉底式的对话采用的模仿没有一个公共的名称；三音步诗、挽歌体或其他类型的诗的模仿也没有——人们把&诗人&这一名词和格律名称结合到一起，称之为挽歌体诗人或者史诗诗人，他们被称为诗人，似乎只是因为遵守格律写作，而非他们作品的模仿本质。

The relationship between communicative competence and grammar teaching should be that of the ends and the means.

交际能力和语法的关系应该是目标与途径的关系。