教育机构培训中心毕业设计摘要及翻译
毕业设计方案英文翻译资料中文
故障概率模型的数控车床摘要：领域的失效分析被计算机数字化控制<CNC）车床描述。
现场收集了为期两年的约80台数控车床的故障数据。
编码系统代码失效数据是制定和失效分析数据库成立的数控车床。
失败的位置和子系统，失效模式及原因进行了分析，以显示薄弱子系统的数控车床。
另外，故障的概率模型，分析了数控车床的模糊多准则综合评价。
作者关键词：数控车床；场失败；概率模型；模糊信息文章概述绍介1.述2. 车的床概 CNC据3.整和数理收集据数收3.1. 集性据3.2. 的效效领域失数有库数和数据3.3. 核对据析效失4. 分4.1. 对失败位置和子系统的频率分析分4.2. 率败析失对的形式频型机失5.率模败学方5.1.法5.2. 分布倍之间连续的失败5.3. 发时修理间的行6.结论1.介绍在过去十年中，计算机数字化控制<CNC）车床已经越来越多地被引入到机械加工过程中。
由于其固有的灵活性很大，稳定的加工精度和高生产率，数控车床是能给用户巨大的利益。
然而，作为一个单一的数控车床故障也许会导致整个生产车间被停[1]，数控车床能够给用户带来很多的麻止，而且维修更加困难和昂贵，当故障发生时烦。
与此同时，制造商还需要持续改进数控车床的可靠性来提高市场的竞争力。
因此，数控车床的可靠性能使生产商和用户增加显著性和至关重要的意义。
需要改进数控车床的可靠性，使用户和制造商收集和分析领域的故障数据和采取措施1 / 17减少停机时间。
本文论述了研究失效模式及原因，失效的位置和薄弱的子系统，故障概率模型的数控车床。
C车床的概述数控车床是一个复杂的系统，以高层次的自动化和复杂的结构，采用机械，电[234]，，。
图1/或供气系统是系统子，液压等。
它主要由机械系统，数控系统，液压和方框图的一个典型的数控车床。
液供电动控制面可编开按控I/O电路磁继电编码刷滑伺服驱电动主编码电滑伺服驱主电机驱动器主轴机主轴电编码器显示器/键盘内存里程电路RS232C I/O设备供应板电池图1系统框图的数控车床机械系统包括主轴及其传动链<固定在主轴箱），两根滑动轴<命名X、Z或者U，W在轮），车床拖板箱，转动架或刀架，尾座，床身等。
毕业设计中英文摘要
摘要本工程为哈尔滨市某高校培训中心, 面积为54.6⨯15.6平方米。
采用框架结构，设计基准期50年，安全等级为二级，抗震设防烈度为6度。
本工程占地面积约852平方米，建筑面积9000多平方米。
本建筑十二层，总高度41.4米，室内外高差为0.45 米，女儿墙高1.2米。
建筑采用矩形，总长度为54.6米，总宽度为15.6米。
建筑立面规整，女儿墙用钢筋混凝土砌筑，隔墙采用空心混凝土砌块砌筑。
除正门为玻璃门外，其余均采用实木门，窗均采用塑钢窗。
本工程结构形式为钢筋混凝土现浇框架结构，框架柱混凝土强度等级为C30，一至六层柱子截面为750⨯750 mm2，七至十二层采用650⨯650 mm2,框架梁混凝土强度等级为C30，框架梁截面为300⨯600 mm2。
建筑地点地质条件良好，采用桩基础，基础埋深为2.1m,混凝土强度为C25。
本设计以工程实例为研究对象，设计过程包括建筑设计和结构设计两部分。
设计严格遵守我国现行规范，计算中包括地震荷载计算，内力组合，框架梁设计, 框架柱设计, 基础设计，楼板设计, 楼梯设计。
关键词：框架结构；钢筋混凝土；内力计算；内力组合；配筋计算AbstractThe project is a complex building named Trainning Center in university of Haerbin City .Construt base terrain is square area is 54.6⨯15.6 square meters. The build adopt reinforced concrete frame structure，the design base year is 50 years , the safe grade is 2 , and the earthquake intensity sale is 6.This building covers area of 852 square meters．The total building area is more than 9000 square meters. The main body is twelve frame constructions. Total height is 41.4 metres. The indoors and outside height is 0.45 metres. Parapets are 1.2 metres .The shape of the building is rectangle. The total length is 54.6 metres, total width is 15.6metres. The front door use glass door and the others choose solid wood doors. The windows use plastic-- steel windows. The design is formula. Constructs in the first floor is equipped with hall. In the building all kinds of facility is complete which suits the modernized work use.The structural form of the civil engineering is reinforced concrete casting frame .The strength class of the frame column is C30. The cross sections of the first floor to the six floor is 750⨯750 square metres, and the others are 650⨯650 square metres. The strength class of the frame beam is C30, and the cross sections are 300⨯600 square metres. The soil condition of the building site is good. The foundation burying depth is 2.1 metres, using foundation with the concrete of C25.The design process, including architectural design and structural design of two parts, In the design we use the knowledge we learned in the college to do my design step by step. Designs observe our country present standard strictly, in the computation including the earthquake load coputation, Endogenic force combination, frame beams design, Frame trestle design, Foundation design, Floor design, Staircase design. The method of the base shearing, force and the method of the D value are used.Key words:Frame Structure; reinforced concrete; Load Together; Internal Force Calculation; Reinforcement Calculated。
毕业设计英文翻译讲解
金刚钻的工业化运用一个程序一般需要50至70美网。
在这样的切割频率下，工具的负载量是比较低的。
而欧洲这样的程序下金刚钻的模型是完全不一样的！在我国，在这样的程序下，普遍金刚钻工具在非常自由的切割条件下，产品是不规则的易碎的微粒！在欧洲因为各种因素，情况是不同的。
因为欧洲的生活水平远高于我国，因此，他们的劳动力成本也要高。
为了使欧洲最大的石材生产商保持竞争力，他们必须要把注意力从原材料转移到生产的有效输出和最大化输出。
这就要求产品从原材料到成品的生产过程中尽可能减小能源的耗费和不必要的浪费。
该方法需要机床技术能够高速运作和先进的加工，可进行可靠的长时间持续的，无人值守操作。
在20世纪90年代，在机械和金刚石工具技术方面有很大的发展，使产量增加和降低生产成本。
如果我们对比一下欧洲和中国生产标准，我们可以看到在机器和工具的生产方面，中欧存在很大的差距。
在欧洲，制造这些瓷砖几乎是完全自动的，因为高效率的机械设计和自动处理设施。
最新一代的锯床这种应用能够使用主轴高达80分直径锯片。
机器和工具的设计，在达到下列的参数下，切割率是可以更快的。
•表面速度：- 25 – 35m / s•切削深度：-1mm•大桥速度：- 17m/min•切割速度：- IPOcm/5min或1m/h每个刀片•机输出：- 640m/5day（8小时每天）在这样的条件下，生产浪费减至最低，产量确更高。
通常情况下，在欧洲，刀片会产生10mm的缺口，而中国有12mm。
并且相对于中国12-15mm的切面的切口，欧洲只有10-12mm的切口。
在实现生产最大化材料处理和优化加工时间也是关键，厚片的切据被自动转移到自动的二次加工。
在这样精确的切割率下，对于金刚钻工具的要求是很高的，在程序控制下，型号和尺寸与中国的标准下是有很大不同的。
由于切割率相对高很多，最通常的尺寸是30-50。
切割率高，意味着工具的负载量也高，金刚钻的性质也会不一样！金刚钻的要求一般都是统一的，强大，块状颗粒，这是使在长时间的高负荷下，保持高产量。
培训大楼毕业设计外文翻译英文
英文：High-Rise Buildings and StructuralDesignAbstract：It is difficult building . One may say that low-rise building ranges from 1 to 2 stories . A medium-rise building probably ranges between 3 or 4 stories up to 10 or 20 stories or more . Although the basic principles of vertical and horizontal subsystem design remain the same for low- , medium- , or high-rise buildings , when a building gets high the vertical subsystems become a controlling problem for two reasons . Higher vertical loads will require larger columns , walls , and shafts . But , more significantly , the overturning moment and the shear deflections produced by lateral forces are much larger and must be carefully provided for .Key Words：High-Rise Buildings Structural Design Framework Shear Seismic SystemIntroductionThe vertical subsystems in a high-rise building transmit accumulated gravity load from story to story , thus requiring larger column or wall sectionsto support such loading . In addition these same vertical subsystems must transmit lateral loads , such as wind or seismic loads , to the foundations. However , in contrast to vertical load , lateral load effects on buildings are not linear and increase rapidly with increase in height . For example under wind load , the overturning moment at the base of buildings varies approximately as the square of a buildings may vary as the fourth power of buildings height , other things being equal. Earthquake produces an even more pronounced effect.When the structure for a low-or medium-rise building is designed for dead and live load , it is almost an inherent property that the columns , walls , and stair or elevator shafts can carry most of the horizontal forces . The problem is primarily shear resistance . Moderate addition bracing for rigid frames in“short”buildings can e asily be provided by filling certain panels ( or even all panels ) without increasing the sizes of the columns and girders otherwise required for vertical loads.Unfortunately , this is not is for high-rise buildings because the problem is primarily resistance to moment and deflection rather than shear alone . Special structural arrangements will often have to be made and additional structural material is always required for the columns , girders , walls , and slabs in order to made a high-rise buildings sufficiently resistant to much higher lateral deformations .As previously mentioned , the quantity of structural material required persquare foot of floor of a high-rise buildings is in excess of that required for low-rise buildings . The vertical components carrying the gravity load , such as walls , columns , and shafts , will need to be strengthened over the full height of the buildings . But quantity of material required for resisting lateral forces is even more significant .With reinforced concrete , the quantity of material also increases as the number of stories increases . But here it should be noted that the increase in the weight of material added for gravity load is much more sizable than steel , whereas for wind load the increase for lateral force resistance is not that much more since the weight of a concrete buildings helps to resist overturn . On the other hand , the problem of design for earthquake forces . Additional mass in the upper floors will give rise to a greater overall lateral force under the of seismic effects .In the case of either concrete or steel design , there are certain basic principles for providing additional resistance to lateral to lateral forces and deflections in high-rise buildings without too much sacrifire in economy .1.Increase the effective width of the moment-resisting subsystems .This is very useful because increasing the width will cut down theoverturn force directly and will reduce deflection by the third powerof the width increase , other things remaining cinstant . However ,this does require that vertical components of the widened subsystembe suitably connected to actually gain this benefit.2.Design subsystems such that the components are made to interact inthe most efficient manner . For example , use truss systems with chords and diagonals efficiently stressed , place reinforcing for walls at critical locations , and optimize stiffness ratios for rigid frames . 3.Increase the material in the most effective resisting components . Forexample , materials added in the lower floors to the flanges of columns and connecting girders will directly decrease the overall deflection and increase the moment resistance without contributing mass in the upper floors where the earthquake problem is aggravated .4.Arrange to have the greater part of vertical loads be carried directlyon the primary moment-resisting components . This will help stabilize the buildings against tensile overturning forces by precompressing the major overturn-resisting components .5.The local shear in each story can be best resisted by strategicplacement if solid walls or the use of diagonal members in a vertical subsystem . Resisting these shears solely by vertical members in bending is usually less economical , since achieving sufficient bending resistance in the columns and connecting girders will require more material and construction energy than using walls or diagonal members .6.Sufficient horizontal diaphragm action should be provided floor .This will help to bring the various resisting elements to work togetherinstead of separately .7.Create mega-frames by joining large vertical and horizontalcomponents such as two or more elevator shafts at multistoryintervals with a heavy floor subsystems , or by use of very deepgirder trusses .Remember that all high-rise buildings are essentially vertical cantilevers which are supported at the ground . When the above principles are judiciously applied , structurally desirable schemes can be obtained by walls , cores , rigid frames, tubular construction , and other vertical subsystems to achieve horizontal strength and rigidity . Some of these applications will now be described in subsequent sections in the following .Shear-Wall SystemsWhen shear walls are compatible with other functional requirements , they can be economically utilized to resist lateral forces in high-rise buildings . For example , apartment buildings naturally require many separation walls . When some of these are designed to be solid , they can act as shear walls to resist lateral forces and to carry the vertical load as well . For buildings up to some 20storise , the use of shear walls is common . If given sufficient length ,such walls can economically resist lateral forces up to 30 to 40 stories or more .However , shear walls can resist lateral load only the plane of the walls( i.e.not in a diretion perpendicular to them ) . Therefore ,it is always necessary to provide shear walls in two perpendicular directions can be at least in sufficient orientation so that lateral force in any direction can be resisted . In addition , that wall layout should reflect consideration of any torsional effect .In design progress , two or more shear walls can be connected to from L-shaped or channel-shaped subsystems . Indeed , internal shear walls can be connected to from a rectangular shaft that will resist lateral forces very efficiently . If all external shear walls are continuously connected , then the whole buildings acts as a tube , and is excellent Shear-Wall Systems resisting lateral loads and torsion .Whereas concrete shear walls are generally of solid type with openings when necessary , steel shear walls are usually made of trusses . These trusses can have single diagonals , “X”diagonals , or“K”arrangements . A trussed wall will have its members act essentially in direct tension or compression under the action of view , and they offer some opportunity and deflection-limitation point of view , and they offer some opportunity for penetration between members . Of course , the inclined members of trusses must be suitable placed so as not to interfere with requirements for windows and for circulation service penetrations though these walls .As stated above , the walls of elevator , staircase ,and utility shafts form natural tubes and are commonly employed to resist both vertical and lateral forces . Since these shafts are normally rectangular or circular in cross-section ,。
教育论文：教育论文的标题和摘要如何翻译
教育论文：教育论文的标题和摘要如何翻译教育论文是教育领域学者进行学术交流的重要途径，而且随着国际间交流的日益频繁，现在很多教育论文的题目与摘要都需要翻译成英文，以便数据库的收录于检索。
教育是一个专属领域，有很多专业数据，如果不够了解，在翻译时很容易出现错误，使表达出现偏差，影响阅读体验。
教育论文肩负着传播学术成果、促进学术交流的重要职责，保持论文的严谨性、学术性直观重要。
下面我们就分析教育论文标题与摘要中常出现的问题，并告诉大家如何翻译才是正确的。
1 教育论文标题和摘要翻译存在问题（1）语法错误①大小写不规范例1：原文：教育史学的社会生态研究范式原译：Socioecological paradigms of the historiography of education改译：Socioecological Paradigms of the Historiography of Education例2：原文：汉代“独尊儒术”文教政策的文化学审视——中国文化的过去、现在与未来原译：A cultural aspect of the supreme stature of Confucianism in Han dynasty改译：A Cultural Aspect of the Supreme Stature of Confucianism in Han Dynasty译文中的大小写问题，往往不被译者所重视，这种错误更易给读者译文不严谨的印象，越是细节问题，越是值得注意。
②冠词问题例1：原文：现代大学内部治理体系建设原译：The Internal Governance of Modern University改译：The Internal Governance of the Modern University例2：原文：想象力与孩童精神世界的濡养原译：The Imagination and the Training of Children’s Spiritual World改译：Imagination and the Training of Children’s Spiritual World特指的名词（包括单数可数名词、复数可数名词、不可数名词）前必须加定冠词；泛指复数名词和不可数名词前不用定冠词；以基数词编号的名词前不用冠词；基数词与名词构成的词组若为特指，需加定冠词。
Training-and-development培训与开发大学毕业论文英文文献翻译及原文
毕业设计（论文）外文文献翻译文献、资料中文题目：培训与开发文献、资料英文题目：Training and development 文献、资料来源：文献、资料发表（出版）日期：院（部）：专业：人力资源管理班级：姓名：学号：指导教师：翻译日期： 2017.02.14本科毕业设计（论文）外文文献1.Literature ResearchTraining and developmentThe meaning of Training and developmentTraining and development is the means to carry out certain business organizations and the need for investing in human capital, using a variety of ways to carry out the purpose of staff in a planned training and training management activities, and its goal is to enable staff to update knowledge and develop skills, improve staff motives, attitudes and behavior to adapt to the new requirements of enterprises, their current win better work or higher levels of job responsibility, thus contributing to the improvement of organizational efficiency and organizational goals.The development of training and developmentWe all know that general education can only provide some basic low-level professional knowledge and skills. Face of large-scale enterprise development, the need for a number of skills training in order to enable staff to achieve continuous business development. Therefore, the organization in order to raise labor productivity and personal satisfaction for professional, direct and effective for the organization of production and management services, the Government has implemented a variety of methods, types of organizations to carry out investment activities in education and training.U.S. economist and Nobel Laureate in Economics, Schultz found that simply from thenatural resources, physical capital and labor's point of view, can not explain all the reasons for increase in productivity, capital and wealth as a form of conversion of people's knowledge and abilities are decisive reasons for social progress. But it was not the acquisition cost, it needs to be formed through investment, training is an important investment in such a form..The level of training and developmentThe main groups of the organization of training, corporate training is to organize all the staff, staff positions held as a result of different orientation training with a variety of characteristics. In general, the main is divided into three categories: First, the decision-making level, and the other is management is the operation of three layers. The main contents of training and developmentOrganization of training content and structure is inherent in the specific form of training, thus the development of the company Training content, and organization must be the cause of progress, development strategies and goals, but sometimes in order to adapt to organizational changes in the external environment, but also training in the use of some emergency measures. Therefore, as the contents of the structure of training should be long-term development of the organization of production with the current combination of common training content into the enterprise.Period of training and developmentDivided by time period, training can be divided into long-term training and short-term training, long-term training of more general scheme, there is a strong purpose; by training, job training and can be divided into two full-time training; by the training system, organizations can be divided into the training system and training system for the two organizations, with the training system, including basic training, the applicability of training, day-to-day training, individual training and training objectives; the training system organizations, educational institutions, if divided, can be divided into for three categories: full-time college and the recognition of higher education institutions, local governments and administrative departments of education and training institutions, the use of community resources to schools.Source of funding for training and developmentOrganization of training funds mainly come from two ways: First, the source of the organization, mainly referring to organizations and staff training costs assessed; second is the raising of funds, first of all by the Government through taxes levied training, and then by the state organizations, social enterprises to co-ordinate the funding sponsorship.The economic benefits of training and developmentAs the organization and implementation of staff training to improve skills and to mobilize the enthusiasm of the production, so under the same conditions of employees to create more effective. The increase in the efficiency, can be used in two ways: direct and indirect calculation method of calculation.In the course of training, trainees should pay attention to the learning curve and information feedback, trainees listen to timely information that can help organizations improve the effectiveness of future training, to reduce unnecessary expenditures.In the training market, there are different styles of lecturers, there are different types of courses, some courses are developed by their own lecturers, some courses are foreign agents, and some courses are designed by companies. Training curriculum design is the first step in the design of different ways to use the curriculum, lecturers say is different, the final results of the training are different. Determines the script as a drama, the curriculum design is the first step in training, but also determines the effectiveness of courses.The cost of trainingEducation and training primarily on the basis of the level of information as well as the size of, the higher the level of information and larger, then the lower cost.Effective cost control is in fierce competition in the market of the basic elements of success. However, the absolute cost control is not just the cost of compression, the need to establish a scientific and reasonable cost analysis and control system that allows business managers have a clear framework for the company's costs, profitability in the right direction and decision-making, internal decision-making enterprises key support to radically improve the situation of the cost of doing business and thus truly effective cost control.8 kinds of employee training forms1, the teaching method: the training of the traditional way to use up the advantage of convenient, easy to control the whole process of training. The disadvantage is that a one-way transmission of information, poor feedback effects. Some of these notions are often used for training knowledge.2, audio-visual technology law: adoption of modern audio-visual technology (such as projectors, DVD, VCR and other tools), training of staff. Advantage of the use of visual and auditory perception of the way of clear-cut intuitive. However, feedback from students and practice less, and the cost of production and the purchase of a high content of easily outdated. It is used for business profiles, to impart training skills, conceptual knowledge can also be used for training.3, to discuss the law: In accordance with the complexity and operation cost of the procedure can be divided into the general panel discussions and seminars in two ways. Lectures, seminars and more in the main, or after the half-way to allow students and lecturers communicate. Advantage of multi-directional transmission of information, compared with the teaching of good feedback effects, but higher cost. The panel discussion is characterized by law, when the exchange of information for multi-directional transmission, the participation of students with high, low-cost. Used for the consolidation of knowledge, analysis of the training of students, problem-solving skills and the ability of human interaction, but the training of teachers on the use of the higher.4, case study method: the training of clients, through to the relevant background information, to find a suitable solution. The use of low-cost, effective feedback can be an effective analysis of the training of students problem-solving abilities. In addition, training in recent years studies have shown that the case, discussion can also be used for the training of knowledge category, and better.5, role-playing method: training grant to train teachers in the work of the design of which play a role in the training of teachers and other students in the students after performing the appropriate comments. As a result of multi-directional transmission of information, feedback effects, and practical, and low-cost, and thus more capacity forhuman relations training.6, self-learning method: This approach is more suitable for the general concept of knowledge, with emphasis on adult learning as a result of experience and understanding of the properties, so that a certain learning ability and self-conscious students is both economical and practical approach, but this method There are also deficiencies in poor supervision.7, group interaction law: also known as sensitivity training. This method is mainly applicable to the management of interpersonal and communication training. Training to enable trainees to experience activities to enhance their ability to deal with interpersonal relationships. The advantage is improved interpersonal relationships and communication skills, but its effects depend on the level of teacher training.8, Network Training Act: is a new type of computer network information on training methods, greater input. However, due to the use of flexible and distributed learning in line with new trends, focus on training students to save time and costs. Large amount of information in this way, new knowledge and new delivery concepts have obvious advantages, it is more suitable for adult learning. Therefore, for the strength of the popular business, training and development is an inevitable trend.The classification of training methods1. Smile Training: to serve the people, through a variety of special events, a speech full of passion, as well as recognition of participants, so that participants feel that the training process very interesting.2. Hands-On Training: First of all new workers need to perform their work after the observation, and then, through long experience with those who mentor or work colleagues together, to digest, absorb and purpose of the skills.3. Instrument Training: Through a standardized, there is no organization or organizations for the work of the evaluation tools tailored to obtain the relevant skills and their knowledge and information.4. Objective--Based Instuction: including a structured, guiding the training design, the focus is to better the implementation of a work, the incumbent must learn the specific knowledge and skills.。
毕业设计摘要格式及翻译
摘要当今汽车转向系统从过去的普通机械式发展到动力转向，一直到现代汽车电子控制动力转向，逐步地发展和完善。
汽车转向系统的技术状况．对于保证汽车行驶安全、减轻驾驶员劳动强度、提高运输效率和延长车辆使用寿命均有着十分重要的作用。
因此，它在汽车的使用、维护和修理中占有重要的位置。
改善汽车的操纵稳定性，提高它的可靠性，也成为汽车生产企业和广大技术人员所追求的一个目标。
本文以EQ1090型货车为研究对象，在分析其结构组成、工作原理、运动特点以及典型应用的基础上，根据GB 17675-1999汽车转向系强制性标准以及QC/T 29097-1992汽车行业推荐标准对现有的转向器进行了改进和重新设计，采用循环球式结构转向器, 它不仅比EQ1090型汽车原载的曲柄双销式转向器操纵轻便, 而且耐磨性好,使用寿命长, 调整也较方便。
循环球式转向器目前在卡车和运动型多功能车上得到了广泛应用。
设计中还对转向器零件强度进行了校核，完成了相关的计算，运用二维设计软件AutoCAD进行了工程图纸的绘图关键词： EQ1090货车；循环球转向器；改进与重新设计ABSTRACTModern automobile steering system enjoys a long history of development and perfection. From the earliest general mechanical system and the later power-assisted system, it constitutes the electronic-control power-assisted system. The technical condition of automobile steering system occupies a primary role in vehicle running safety, reducing drivers’ labor intensity, transport efficiency, and vehicle service life, with great importance during the process of use, maintenance and restoration. Therefore, enterprises and technicians have made long-time efforts to improve handling stability and reliability.This study targets on EQ1090 van, with the analysis of its structure, working principle, motion characteristics and typical application. On the basis of GB 17675-1999 compulsory standards of steering system and QC/T 29097-1992 recommended standards by automobile industry, the author tries to improve and redesign the steering gear, with the adoption of ball-type circulating structure, which has been widely used in trucks and SUVs, with advantages such as simpler operation, longer service life, easier adjustment over the former pin-type crank steering gear. The design also completes not only the strength computation of components, but also the engineering drawings with the use of AutoCAD software.Key words：EQ1090 van；recirculating ball mechanism；improve and redesign循环球式转向器主要尺寸参数的选择本次设计车型的前轴负荷为23600N，根据表（5-1）选择齿扇模数为6。
早教机构毕业设计总结
早教机构毕业设计总结早教机构毕业设计总结一、引言早教机构作为现代社会中受欢迎的教育形式之一，为儿童提供了全面的学习和发展机会。
本文旨在总结我在毕业设计中对早教机构的研究和实践经验，探讨早教机构的设计理念、教育方法以及对儿童发展的影响。
二、早教机构的设计理念早教机构的设计理念应该以儿童为中心，注重培养儿童的兴趣和能力。
在毕业设计中，我采用了以游戏为主导的教学方法，通过创造性的游戏活动，激发儿童的学习兴趣和动力。
此外，我还注重培养儿童的社交能力和自主学习能力，通过小组合作和自主探索的方式，让儿童在互动中学习，培养他们的合作精神和解决问题的能力。
三、早教机构的教育方法早教机构的教育方法应该多样化，结合儿童的年龄特点和兴趣爱好。
在毕业设计中，我设计了一系列的教育活动，包括音乐、美术、科学等多个领域。
通过音乐活动，我培养了儿童的音乐感知能力和表达能力；通过美术活动，我培养了儿童的创造力和审美能力；通过科学活动，我培养了儿童的观察力和实验能力。
这些多样化的教育方法，不仅能够满足儿童的学习需求，还能够激发他们的想象力和创造力。
四、早教机构对儿童发展的影响早教机构对儿童的发展有着积极的影响。
首先，早教机构能够提供良好的学习环境和资源，促进儿童的认知和语言发展。
通过丰富多样的教育活动，儿童能够接触到各种各样的知识和经验，提高他们的学习能力和思维能力。
其次，早教机构能够培养儿童的社交能力和情绪管理能力。
在早教机构中，儿童有机会与其他儿童进行互动和合作，学会与人相处和解决冲突。
同时，早教机构还能够提供情绪管理的指导，帮助儿童学会控制情绪和表达情感。
最后，早教机构能够促进儿童的身体发展和运动能力。
通过体育活动和户外游戏，儿童能够锻炼身体，提高协调能力和运动技能。
五、结论通过毕业设计的实践和研究，我深刻认识到早教机构对儿童发展的重要性和积极影响。
早教机构的设计理念和教育方法应该以儿童为中心，注重培养儿童的兴趣和能力。
通过多样化的教育活动，早教机构能够促进儿童的认知、社交和身体发展。
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摘要
本设计名称为兰州市某教育机构培训中心设计，总建筑面积4398m2左右，建筑高5层，局部6层，总高度为21.6米，室内外高差0.45m，抗震设防烈度为8度，设计基本地震加速度值为0.20g。
本设计为现浇钢筋混凝土框架结构，其设计分为两个部分：建筑设计、结构设计。
建筑设计包括总平面图、平面图、立面图、剖面图的设计和绘制。
结构设计是本设计的最主要部分，包括楼板、楼梯、框架及基础的设计。
设计时先进行板和楼梯的设计，而后选出具有代表性的一榀框架进行荷载计算、内力分析及组合、构建配筋计算和抗震设计等。
同时也要绘出相应的弯矩图、剪力图、轴力图及配筋图。
有内力表中选出底层的最不利组合进行基础设计，计算出配筋并绘图。
关键词：培训中心、建筑设计、结构设计、框架、内力计算、构建配筋
Abstract
The name of this design is an educational institution design training center in Lanzhou City, a total construction area of about 4398m2, high 5 story building, the local 6 layer, the total height of 21.6 m, inside and outside elevation 0.45m,seismic fortification intensity is 8 degrees, the basic design of the earthquake acceleration is 0.20g.
The design for the cast-in-place reinforced concrete frame structure, the design is divided into two parts: architectural design, structural design. Architectural design includes the general plan, plan, elevation, section design and drawing.Structure design is the most important part of this design, including the floor,stairs, framework and foundation design. The design when the design to board and stairs, and then choose to be representative of a frame of the load calculation, internal force analysis and reinforcement calculation and construction, seismic design. At the same time to draw the corresponding bending moment, shear diagram, axial force diagram and reinforcing bars. For the basic design of the most unfavorable combination of internal forces in the bottom of the table, calculate the reinforcement and drawing.
Keywords: Training Center, architectural design, structural design, framework,internal force calculation, construction reinforcement。