外文翻译(1)

外文翻译(1)
外文翻译(1)

Low Voltage Flyback DC-DC Converter For

Power Supply Applications

Hangzhou Liu1, John Elmes2, Kejiu Zhang1, Thomas X. Wu1, Issa Batarseh1 Department of Electrical Engineering and Computer Science,

University of Central Florida, Orlando, FL 32816, USA

Advanced Power Electronics Corporation, Orlando, FL 32826, USA Abstract :In this paper, we design a low voltage DC-DC converter with a flyback transformer. The converter will be used as a biased power supply to drive IGBTs. The flyback transformer using planar EI-core is designed and simulated using ANSYS PExprt software. Besides, anLT3574 IC chip from Linear Technology has been chosen for converter control. Finally, the converter modeling and simulation are presented and PCB layout is designed.

Keywords:Flyback, anLT3574IC, PCB

I.INTRODUCTION

The goal of this project is to develop and build a prototype of a high-efficiency, high-temperature isolated DC-DC converter to be used as a biased power supply for driving a complementary IGBT pair. It is important that the converter can deliver the required power at an ambient temperature of up to 100℃; therefore it has to be efficient so that its components do not exceed their maximum temperature ratings. The final converter will be completely sealed and potted in a metal case. The input voltage range for this converter is from 9V to 36V. The output sides have two terminals, one is﹢16V and the other one is﹣6V. In order to get the desired performance, anLT3574 IC chip from Linear Technology is used. The key to this design is the flyback transformer. The transformer using planar EI-core is designed and simulated using ANSYS PExprt software. Finally, the PCB layout of the converter will be presented.

II. KEY DESIGN OUTLINE

For this flyback topology, the output voltage can be determined by both the transformer turns ratio and the flyback loop resistor pairs. Therefore, at the initial design stage, we can choose a convenient turn’s ratio for the transformer, and m odify it later on if necessary to make sure the output performance is desirable and the transformer will not saturate [1].

The relationship between transformers turns ratio and duty cycle can be found as

Where n is the transformer turns ratio, D is the duty cycle, V O` is the sum of the output voltage plus the rectifier drop voltage, V IN is the input voltage of the transformer. The value of feedback resistor can be calculated as

Where R REF is the reference resist or, whose value is typically 6.04k?; α is a constant of 0.986;V BG is the internal band gap reference voltage, 1.23V; and V TC is normally 0.55V [1]. With a specific IC chosen, the converter circuit can be designed based on a demo circuit and some parameters may need to be modified if necessary to optimize the performance. Furthermore, in LT Spice, a large number of simulations need to be done with different conditions such as load resistor values and input voltage levels. It is important to make sure that the output voltage can be regulated well with all these different conditions.

The most critical part of the design is the flyback transformer. With high switching frequency, the AC resistance can only be estimated based on some traditional methods such as Do well’s curve rule [2].In order to get more accurate values of AC resistance values; we propose to use finite element electromagnetic software ANSYS PExprt to do the design [3]. At the initial design stage, key parameters such as the worst-case input voltage, frequency, material, inductance values will be decided. After that, these data will be imported to the software, from which an optimized solution will be generated.

III. CONVERTER SIMULATION RESULTS

We choose LT3574 chip in this design. From the simulation results in Figure 1 and Table 1, it clearly shows that the output voltages which are﹢16V and -6V respectively can be regulated pretty well with the input voltage range from 9V to 36V. The voltage tolerance ranges are from ﹢15V to ﹢19V and -12V to - 5V, respectively. In addition, the current is also under control, which is around 100mA in this design

Figure 1 . Output voltage and current simulation results

Table 1 . LT Spice simulation resuits

IV.TRANSFORMER SIMULATION RESULTS

With the initial design parameters of the transformer, we use ANSYS PExprt to simulate and further optimize the transformer [4].Figure 2 shows the primary winding voltage. In order to make the transformer work correctly in all cases, it is important to make sure that it can work at the worst case, which is the minimum input voltage in the range. Figure 3 shows the current through the primary winding.

Figure 2 . Voltage of the primary winding

Figure 3 . Current of the primary winding

Since it is a low power converter in this design, it is critical to minimize the power losses. We choose to use the planar type transformer structure. After doing the winding interleaving, the power loss can be reduced by approximately 25% and the temperature rise can be reduced by approximately 15% [5].The structure can be found in Figure 4. The primary winding is marked in yellow, which has 6 turns in series. The first secondary winding is marked in red, which has 3 turns in parallel. The second secondary winding is marked in blue, which has 1 turn. It will be totally 6 layers in the multi-layer transformer structure [6].

Figure 4 . Winding geometry by interleaving method

Based on the computer simulation, the 6-layer planar transformer winding structure can be drawn in Figures 5 -10. The primary side winding has 6 turns in series. In Figures 6 and 9, it clearly shows that the turns in different layers are connecting through via hole. In one of the secondary winding which is the +16V one, it has 3 turns in parallel as shown in Figures 5, 8 and 10. The one turn secondary winding (6V) is shown in Figure 7.

Figure 5 . Top layer winding structure (secondary 1)

Figure 6 . Inner Layer 1 winding structure (primary)

Figure 7 . Inner Layer 2 winding structure (secondary 2)

Figure 8 . Inner Layer 3 winding structure (secondary 1)

Figure 9 . Inner Layer 4 winding structure (primary)

Figure 10 . Bottom layer winding structure (secondary 1)

The core loss of the transformer is approximately 47mW, comparing to the winding loss of 154mW, it i s about 30%, as shown in Figure 11 [7].

Figure 11. Power loss of transformer

The E-I core transformer PCB in this design will be integrated into the converter’s PCB, rather than a separate board being added to the whole circuit [8], which will reduce the cost of the PCB fabrication since multi-layer PCB layout is expensive.

V.CONVERTER CIRCUIT PCB LAYOUT

In this project, we make the transformer part layout as one component; it will be integrated into the whole circuit PCB layout. It has 6 layers totally. The isolation requirement is 1500V, so the layout takes a little more space than the one without any isolation rules. In Figure 12, we make the primary side components all in the right hand side of the board, the secondary sides all in the left hand side of the board, and the transformer in between them. The wire traces have been marked with different colors in order to show the specific layer that the traces are on The board area is about 1.4×07, It can always reduce the size of the board by adding more layers. However, the cost will be more expensive. It is important to balance these factors. The size of the PCB board meets the specs of the project.

Figure 12. PCB layout of the flyback converter

VI.CONCLUSION

In this paper, a flyback DC - DC converter for low voltage power supply application has been designed. The modeling and simulation results are presented. Based on the design specifications, a suitable IC from Linear Technology is chosen. A large amount of circuit simulations with different conditions such as load resistor values and input voltage levels are presented to get the desirable output voltage and current performance. The transformer has been designed including electrical, mechanical and thermal properties. With all the specific components decided, the PCB layout of the converter has been designed as well.

REFERENCE

[1] Linear Technology Application Notes , Datasheet of Isolated Flyback Converter

Without an Opto-Coupler, https://www.360docs.net/doc/892567901.html,/docs /Datasheet/3574f.pdf.

[2] P.L.Dowell, “Effect of eddy currents in transformer windings” Proceedings of the IEE,

NO.8 PP.1387-1394, Aug 1966.

[3] S.Xiao, “Planar Magnetics Design for Low- Voltage DC-DC Converters” MS, 2004.

[4] ANSYS Application Notes, PEmag Getting Started: A Transformer Design Example,

https://www.360docs.net/doc/892567901.html,/download/ EDA/Maxwell9/planarGS0601.pdf.

[5] K. Zhang; T. X.Wu; H.Hu; Z. Qian; F.Chen.; K.Rustom; N.Kutkut; J.Shen; I.Batarseh;

"Analysis and design of distributed transformers for solar power conversion" 2011 IEEE Applied Power Electronics Conference and Exposition (APEC), v l., no., pp.1692-1697, 6-11 March 2011.

[6] Zhang.; T.X.Wu.; N.Kutkut; J.Shen; D.Woodburn; L.Chow; W.Wu; H.Mustain; I.

Batarseh; ,"Modeling and design optimization of planar power transformer for

aerospace applic ation," Proceedings of the IEEE 2009 National, Aerospace &

Electronics Conference (NAECON) , vol., no., pp.116-120, 21-23 July 2009.

[7] Ferroxcube Application Notes, Design of Planar Power Transformer,

外文翻译

Load and Ultimate Moment of Prestressed Concrete Action Under Overload-Cracking Load It has been shown that a variation in the external load acting on a prestressed beam results in a change in the location of the pressure line for beams in the elastic range.This is a fundamental principle of prestressed construction.In a normal prestressed beam,this shift in the location of the pressure line continues at a relatively uniform rate,as the external load is increased,to the point where cracks develop in the tension fiber.After the cracking load has been exceeded,the rate of movement in the pressure line decreases as additional load is applied,and a significant increase in the stress in the prestressing tendon and the resultant concrete force begins to take place.This change in the action of the internal moment continues until all movement of the pressure line ceases.The moment caused by loads that are applied thereafter is offset entirely by a corresponding and proportional change in the internal forces,just as in reinforced-concrete construction.This fact,that the load in the elastic range and the plastic range is carried by actions that are fundamentally different,is very significant and renders strength computations essential for all designs in order to ensure that adequate safety factors exist.This is true even though the stresses in the elastic range may conform to a recognized elastic design criterion. It should be noted that the load deflection curve is close to a straight line up to the cracking load and that the curve becomes progressively more curved as the load is increased above the cracking load.The curvature of the load-deflection curve for loads over the cracking load is due to the change in the basic internal resisting moment action that counteracts the applied loads,as described above,as well as to plastic strains that begin to take place in the steel and the concrete when stressed to high levels. In some structures it may be essential that the flexural members remain crack free even under significant overloads.This may be due to the structures’being exposed to exceptionally corrosive atmospheres during their useful life.In designing prestressed members to be used in special structures of this type,it may be necessary to compute the load that causes cracking of the tensile flange,in order to ensure that adequate safety against cracking is provided by the design.The computation of the moment that will cause cracking is also necessary to ensure compliance with some design criteria. Many tests have demonstrated that the load-deflection curves of prestressed beams are approximately linear up to and slightly in excess of the load that causes the first cracks in the tensile flange.(The linearity is a function of the rate at which the load is applied.)For this reason,normal elastic-design relationships can be used in computing the cracking load by simply determining the load that results in a net tensile stress in the tensile flange(prestress minus the effects of the applied loads)that is equal to the tensile strength of the concrete.It is customary to assume that the flexural tensile strength of the concrete is equal to the modulus of rupture of the

毕设外文资料翻译.

理工学院 毕业设计外文资料翻译 专业:计算机科学与技术 姓名:马艳丽 学号: 12L0752218 外文出处:The Design and Implementation of 3D Electronic Map of Campus Based on WEBGIS 附件: 1.外文资料翻译译文;2.外文原文。

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毕业设计外文翻译资料

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forced concrete structure reinforced with an overviewRein Since the reform and opening up, with the national economy's rapid and sustained development of a reinforced concrete structure built, reinforced with the development of technology has been great. Therefore, to promote the use of advanced technology reinforced connecting to improve project quality and speed up the pace of construction, improve labor productivity, reduce costs, and is of great significance. Reinforced steel bars connecting technologies can be divided into two broad categories linking welding machinery and steel. There are six types of welding steel welding methods, and some apply to the prefabricated plant, and some apply to the construction site, some of both apply. There are three types of machinery commonly used reinforcement linking method primarily applicable to the construction site. Ways has its own characteristics and different application, and in the continuous development and improvement. In actual production, should be based on specific conditions of work, working environment and technical requirements, the choice of suitable methods to achieve the best overall efficiency. 1、steel mechanical link 1.1 radial squeeze link Will be a steel sleeve in two sets to the highly-reinforced Department with superhigh pressure hydraulic equipment (squeeze tongs) along steel sleeve radial squeeze steel casing, in squeezing out tongs squeeze pressure role of a steel sleeve plasticity deformation closely integrated with reinforced through reinforced steel sleeve and Wang Liang's Position will be two solid steel bars linked Characteristic: Connect intensity to be high, performance reliable, can bear high stress draw and pigeonhole the load and tired load repeatedly.

外文翻译

Journal of Industrial Textiles https://www.360docs.net/doc/892567901.html,/ Optimization of Parameters for the Production of Needlepunched Nonwoven Geotextiles Amit Rawal, Subhash Anand and Tahir Shah 2008 37: 341Journal of Industrial Textiles DOI: 10.1177/1528083707081594 The online version of this article can be found at: https://www.360docs.net/doc/892567901.html,/content/37/4/341 Published by: https://www.360docs.net/doc/892567901.html, can be found at:Journal of Industrial TextilesAdditional services and information for https://www.360docs.net/doc/892567901.html,/cgi/alertsEmail Alerts: https://www.360docs.net/doc/892567901.html,/subscriptionsSubscriptions: https://www.360docs.net/doc/892567901.html,/journalsReprints.navReprints: https://www.360docs.net/doc/892567901.html,/journalsPermissions.navPermissions: https://www.360docs.net/doc/892567901.html,/content/37/4/341.refs.htmlCitations: - Mar 28, 2008Version of Record >>

毕业设计外文翻译附原文

外文翻译 专业机械设计制造及其自动化学生姓名刘链柱 班级机制111 学号1110101102 指导教师葛友华

外文资料名称: Design and performance evaluation of vacuum cleaners using cyclone technology 外文资料出处:Korean J. Chem. Eng., 23(6), (用外文写) 925-930 (2006) 附件: 1.外文资料翻译译文 2.外文原文

应用旋风技术真空吸尘器的设计和性能介绍 吉尔泰金,洪城铱昌,宰瑾李, 刘链柱译 摘要:旋风型分离器技术用于真空吸尘器 - 轴向进流旋风和切向进气道流旋风有效地收集粉尘和降低压力降已被实验研究。优化设计等因素作为集尘效率,压降,并切成尺寸被粒度对应于分级收集的50%的效率进行了研究。颗粒切成大小降低入口面积,体直径,减小涡取景器直径的旋风。切向入口的双流量气旋具有良好的性能考虑的350毫米汞柱的低压降和为1.5μm的质量中位直径在1米3的流量的截止尺寸。一使用切向入口的双流量旋风吸尘器示出了势是一种有效的方法,用于收集在家庭中产生的粉尘。 摘要及关键词:吸尘器; 粉尘; 旋风分离器 引言 我们这个时代的很大一部分都花在了房子,工作场所,或其他建筑,因此,室内空间应该是既舒适情绪和卫生。但室内空气中含有超过室外空气因气密性的二次污染物,毒物,食品气味。这是通过使用产生在建筑中的新材料和设备。真空吸尘器为代表的家电去除有害物质从地板到地毯所用的商用真空吸尘器房子由纸过滤,预过滤器和排气过滤器通过洁净的空气排放到大气中。虽然真空吸尘器是方便在使用中,吸入压力下降说唱空转成比例地清洗的时间,以及纸过滤器也应定期更换,由于压力下降,气味和细菌通过纸过滤器内的残留粉尘。 图1示出了大气气溶胶的粒度分布通常是双峰形,在粗颗粒(>2.0微米)模式为主要的外部来源,如风吹尘,海盐喷雾,火山,从工厂直接排放和车辆废气排放,以及那些在细颗粒模式包括燃烧或光化学反应。表1显示模式,典型的大气航空的直径和质量浓度溶胶被许多研究者测量。精细模式在0.18?0.36 在5.7到25微米尺寸范围微米尺寸范围。质量浓度为2?205微克,可直接在大气气溶胶和 3.85至36.3μg/m3柴油气溶胶。

外文翻译1

译文(一) THE ACCOUNTING REVIEW V ol. 83, No. 3 2008 pp. 823–853 市场参与者的杜邦分析的使用 马克?t?Soliman 华盛顿大学 文摘:杜邦分析,一种常见的财务报表分析,依靠于净营业资产收益率的两个乘法组件:利润率和资产周转率。这两个会计比率衡量不同的构造。因此,有不同的属性。之前的研究已经发现,资产周转率的变化是未来收益的变化正相关。本文全面探讨了杜邦组件和沿着三个维度有助于文学。首先,本文有助于财务报表分析文献,发现在这个会计信息信号实际上是增量学习会计信号在先前的研究在预测未来收益。其次,它有助于文学在股票市场上使用的会计信息通过检查眼前和未来的股本回报投资者应对这些组件。最后,它增加了分析师的文献处理会计信息的再次测试直接和延迟反应的分析师通过同期预测修正以及未来预测错误。一致的跨市场加入者的两组,结果表明是有用的信息就是明证杜邦组件和股票收益之间的联系以及维度分析师预测。然而,我发现预测未来预测错误和异常返回信息处理表明似乎没有完成。平均水平,分析表明杜邦组件代表增量和可行的操作特征信息的公司。 关键词:财务报表分析、杜邦分析、市场回报、分析师预估。 数据可用性:在这项研究中使用的数据是公开的来源显示的文本。 在本文中,我分析杜邦分析中包含的信息是否与股市回报相关和分析师预测。之前的研究文档组件从杜邦分析,分解的净营业资产收益率为利润率和资产周转率,有解释力对未来盈利能力的变化。本文增加了文献综合研究投资者和分析师反应杜邦组件三个维度。首先,它复制先前记录的预测能力和检查是否健壮和增量其他预测已经考虑在文学的存在。其次,它探讨了使用这些组件的股市投资者通过观察同生和未来收益。在同时代的长窗协会和短时期限信息测试,结果显示积极联系杜邦组件和股本回报率。但小未来异常返回交易策略显示的信息可能不完整的处理。最后,检查当前预测修正由卖方分析师和未来的预测错误。尽管他们似乎修改他们的预测未来收益与这些杜邦组件中的信息一致,修订似乎不完整就是明证可预测的未来预测错误。一致的市场参与者,在两组同期结果表明,信息是有用的,但是未来的测试表明,信息处理似乎没有完成。 由金矿和笔者(2001)提供了一个使用剩余收益的股票估值方法框架,给出了一个简单的财务比率分析的直接映射到股票估值。特别是他们用杜邦分析,分解公司的净营业资产收益率(RNOA)利润率(PM)和资产周转率(ATO)点的地方1。PM和ATO会计信号,测量不同结构对一个公司的业务2。PM 往往是来自定价权,如产品创新,产品定位,品牌知名度,先发优势和市场定位。ATO措施资产利用率和效率,通常来自于有效的利用财产,工厂和设备,有效的库存流程;和其他形式的资本管理工作3。 我们有理由期待竞争力量的影响这两个来源盈利能力不同。大的利润率通常吸引新进入者进入市场或快速模仿新思想从现有的竞争对手。由此产生的竞争导致高利润率回归正常水平,暗示更多暂时的利益。与利润不同,然而,竞争可能少威胁要部署一个有效的资产。更难以模仿另一个公司的高效生产流程因为这样模仿通常包括大型和昂贵的改革目前的工厂和操作。 1.具体来说,RNOA营业收入/平均净营业资产,PM营业收入/销售和ATO销售 /平均净营业资产。此后,点和ATO被称为“杜邦公司组成”。另一个常见的形式是分解罗伊(利润杠杆资产周转率)或(NI /产品销售/资产资产/股本)。讨论的“估值理论和RNOA”部分,我在分析使用RNOA为了专注于操作,因此抽象从公司的融资决策。 2.例如,阿伯克龙比和惠誉赚取高额利润通过出售used-looking服装被认为是时髦和青少年所要

建筑-外文翻译

外文文献: Risk Analysis of the International Construction Project By: Paul Stanford Kupakuwana Cost Engineering Vol. 51/No. 9 September 2009 ABSTRACT This analysis used a case study methodology to analyse the issues surrounding the partial collapse of the roof of a building housing the headquarters of the Standards Association of Zimbabwe (SAZ). In particular, it examined the prior roles played by the team of construction professionals. The analysis revealed that the SAZ’s traditional construction project was generally characterized by high risk. There was a clear indication of the failure of a contractor and architects in preventing and/or mitigating potential construction problems as alleged by the plaintiff. It was reasonable to conclude that between them the defects should have been detected earlier and rectified in good time before the partial roof failure. It appeared justified for the plaintiff to have brought a negligence claim against both the contractor and the architects. The risk analysis facilitated, through its multi-dimensional approach to a critical examination of a construction problem, the identification of an effective risk management strategy for future construction projects. It further served to emphasize the point that clients are becoming more demanding, more discerning, and less willing to accept risk without recompense. Clients do not want surprise, and are more likely to engage in litigation when things go wrong. KEY WORDS:Arbitration, claims, construction, contracts, litigation, project and risk The structural design of the reinforced concrete elements was done by consulting engineers Knight Piesold (KP). Quantity surveying services were provided by Hawkins, Leshnick & Bath (HLB). The contract was awarded to Central African Building Corporation (CABCO) who was also responsible for the provision of a specialist roof structure using patented “gang nail” roof

外文翻译中文版(完整版)

毕业论文外文文献翻译 毕业设计(论文)题目关于企业内部环境绩效审计的研究翻译题目最高审计机关的环境审计活动 学院会计学院 专业会计学 姓名张军芳 班级09020615 学号09027927 指导教师何瑞雄

最高审计机关的环境审计活动 1最高审计机关越来越多的活跃在环境审计领域。特别是1993-1996年期间,工作组已检测到环境审计活动坚定的数量增长。首先,越来越多的最高审计机关已经活跃在这个领域。其次是积极的最高审计机关,甚至变得更加活跃:他们分配较大部分的审计资源给这类工作,同时出版更多环保审计报告。表1显示了平均数字。然而,这里是机构间差异较大。例如,环境报告的数量变化,每个审计机关从1到36份报告不等。 1996-1999年期间,结果是不那么容易诠释。第一,活跃在环境审计领域的最高审计机关数量并没有太大变化。“活性基团”的组成没有保持相同的:一些最高审计机关进入,而其他最高审计机关离开了团队。环境审计花费的时间量略有增加。二,但是,审计报告数量略有下降,1996年和1999年之间。这些数字可能反映了从量到质的转变。这个信号解释了在过去三年从规律性审计到绩效审计的转变(1994-1996年,20%的规律性审计和44%绩效审计;1997-1999:16%规律性审计和绩效审计54%)。在一般情况下,绩效审计需要更多的资源。我们必须认识到审计的范围可能急剧变化。在将来,再将来开发一些其他方式去测算人们工作量而不是计算通过花费的时间和发表的报告会是很有趣的。 在2000年,有62个响应了最高审计机关并向工作组提供了更详细的关于他们自1997年以来公布的工作信息。在1997-1999年,这62个最高审计机关公布的560个环境审计报告。当然,这些报告反映了一个庞大的身躯,可用于其他机构的经验。环境审计报告的参考书目可在网站上的最高审计机关国际组织的工作组看到。这里这个信息是用来给最高审计机关的审计工作的内容更多一些洞察。 自1997年以来,少数环境审计是规律性审计(560篇报告中有87篇,占16%)。大多数审计绩效审计(560篇报告中有304篇,占54%),或组合的规律性和绩效审计(560篇报告中有169篇,占30%)。如前文所述,绩效审计是一个广泛的概念。在实践中,绩效审计往往集中于环保计划的实施(560篇报告中有264篇,占47%),符合国家环保法律,法规的,由政府部门,部委和/或其他机构的任务给访问(560篇报告中有212篇,占38%)。此外,审计经常被列入政府的环境管理系统(560篇报告中有156篇,占28%)。下面的元素得到了关注审计报告:影响或影响现有的国家环境计划非环保项目对环境的影响;环境政策;由政府遵守国际义务和承诺的10%至20%。许多绩效审计包括以上提到的要素之一。 1本文译自:S. Van Leeuwen.(2004).’’Developments in Environmental Auditing by Supreme Audit Institutions’’ Environmental Management Vol. 33, No. 2, pp. 163–1721

毕业设计外文翻译

毕业设计(论文) 外文翻译 题目西安市水源工程中的 水电站设计 专业水利水电工程 班级 学生 指导教师 2016年

研究钢弧形闸门的动态稳定性 牛志国 河海大学水利水电工程学院,中国南京,邮编210098 nzg_197901@https://www.360docs.net/doc/892567901.html,,niuzhiguo@https://www.360docs.net/doc/892567901.html, 李同春 河海大学水利水电工程学院,中国南京,邮编210098 ltchhu@https://www.360docs.net/doc/892567901.html, 摘要 由于钢弧形闸门的结构特征和弹力,调查对参数共振的弧形闸门的臂一直是研究领域的热点话题弧形弧形闸门的动力稳定性。在这个论文中,简化空间框架作为分析模型,根据弹性体薄壁结构的扰动方程和梁单元模型和薄壁结构的梁单元模型,动态不稳定区域的弧形闸门可以通过有限元的方法,应用有限元的方法计算动态不稳定性的主要区域的弧形弧形闸门工作。此外,结合物理和数值模型,对识别新方法的参数共振钢弧形闸门提出了调查,本文不仅是重要的改进弧形闸门的参数振动的计算方法,但也为进一步研究弧形弧形闸门结构的动态稳定性打下了坚实的基础。 简介 低举升力,没有门槽,好流型,和操作方便等优点,使钢弧形闸门已经广泛应用于水工建筑物。弧形闸门的结构特点是液压完全作用于弧形闸门,通过门叶和主大梁,所以弧形闸门臂是主要的组件确保弧形闸门安全操作。如果周期性轴向载荷作用于手臂,手臂的不稳定是在一定条件下可能发生。调查指出:在弧形闸门的20次事故中,除了极特殊的破坏情况下,弧形闸门的破坏的原因是弧形闸门臂的不稳定;此外,明显的动态作用下发生破坏。例如:张山闸,位于中国的江苏省,包括36个弧形闸门。当一个弧形闸门打开放水时,门被破坏了,而其他弧形闸门则关闭,受到静态静水压力仍然是一样的,很明显,一个动态的加载是造成的弧形闸门破坏一个主要因素。因此弧形闸门臂的动态不稳定是造成弧形闸门(特别是低水头的弧形闸门)破坏的主要原是毫无疑问。

5外文翻译原文1

A Case Study of Pattern-based Software Framework to Improve the Quality of Software Development Chih-Hung Chang, Chih-Wei Lu Dept. of Information Management, Hsiuping Institute of Technology No.11, Gongye Rd., Dali City, Taichung County, Taiwan(R.O.C.) 886-4-24961123 ext 3112 {chchang,cwlu}@ https://www.360docs.net/doc/892567901.html,.tw William C. Chu Dept. of Computer Science and Information Engineering, Tunghai University No.181, Sec. 3, Taichung Port Rd.,Taichung City, Taiwan (R.O.C.) 886-4-23508983 cchu@https://www.360docs.net/doc/892567901.html,.tw Nien-Lin Hsueh Dept. of Information Engineering and Computer Science, Feng Chia University No. 100 Wenhwa Rd., Taichung, Taiwan (R.O.C.) 886-4- 24517250 ext 3773 nlhsueh@https://www.360docs.net/doc/892567901.html,.tw Chorng-Shiuh Koong Dept. of Computer and Information Science, Taichung University No.140, Ming-Sheng Rd., Taichung City, Taiwan (R.O.C.) 886-4-22183804 csko@https://www.360docs.net/doc/892567901.html,.tw ABSTRACT In recent years, development of the software industry and demand for software systems have increased rapidly, but developers often does not know whose suggestion to follow regarding methodologies of software engineering. One reason for that is the difficulty in applying new software engineering technologies. Developers take a long time to train. Another reason is the difficulty in integrating CASE toolsets. So many indeterminate factors make the development process more and more complex. On the other hand, software development is too customized, and software reuse is difficult. T he reasons above are the cause for software development and maintenance to become more complex and difficult to control. In this paper we explore the importation of a software pattern-based framework, and the development of an ERP/support chain system. Based on software patterns, developers can separate development and business so as to reduce problems caused by the developer’s lack of business experience. T he quality of the product can thus be enhanced, software development costs be reduced, and software maintenance be improved. Keywords Design Pattern, Framework, Software Development Process, XML 1.INTRODUCTION In Object-Oriented T echnology, the property of inheritance allows software components to be reused, which can obviously reduce the cost of software development. For this reason, to produce a highly reusable software component is an important goal of software engineering. However, programmers are usually focused on code reuse while ignoring design reuse. Design patterns provide a clear concept of design structure by describing the relationships of inheritance and reference between components of the system. Design patterns are a series of familiar usages and constructions utilized throughout system design. Design patterns allow rapid coding of certain components by following certain patterns of steps. T his can improve the documentation and maintenance of existing systems by providing an explicit specification of class, object interactions and their underlying intents. One of the main purposes of design patterns is to help software engineers to understand the common characteristics of software objects/components in specialized domain. In recent years, due to the development and maturation of WWW and Java [14] technologies, many applications are now web applications or leaning in that direction. Many software concepts are utilized for the web as well, such as Design Patterns and Frameworks. The Apache Struts [12] and Spring Framework [13] are both open source frameworks used to address and reduce the complexity of developing an enterprise application. T he advantage of using a framework is the layered architecture it provides. Layered architecture allowed users to choose the component desired, while also providing the integration framework when developing application using J2EE. T hese developing web concepts can facilitate the development of web applications. However, these very useful tools and concepts lack a systematic organization. We hope to use these open source software technologies to develop a software framework which can be applied to web application. T his should solve the problem of web applications lacking a good structure, while through applying these open source software technologies, software development costs will be reduced. Furthermore, a guideline for programmers who wants to use these open source technologies will be provided. This paper is organized as follows: In the next section, we discuss works related to our project; in section 3, the open source technologies used in the paper and the system implementation will be described; Section 4 is a sample experiment. T he conclusion is given in section 5.

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