A. 急求土木工程道路方向的毕业设计外文翻译，最好有中文译文。
这是当年毕业时我的翻译，因为原文有图表等原文也超过10000字，没法在这里发，如需要原文（pdf版及word版）及全部翻译（5000字，中文），请留下邮箱。
摘要部分的翻译：
各种断面形状钢管混凝土的单轴应力应变关系
K.A.S. Susantha ， Hanbin Ge, Tsutomu Usami*
土木工程学院，名古屋大学, Chikusa-ku ，名古屋 464-8603, 日本
收讫于2000年5月31日 ; 正式校定于2000年12月19日; 被认可于2001年2月14日
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摘要
一种预测受三轴压应力混凝土的完全应力-应变曲线的方法被提出，这种三轴压应力是由环形、箱形和八角形的钢管混凝土中的限制作用导致的轴向荷载加测向压力所产生的。有效的经验公式被用来确定施加于环形钢管混凝土柱内混凝土的侧向压力。FEM（有限元）分析法和混凝土-钢箍交互作用模型已被用来估计施加于箱形和八角形柱的混凝土侧向压力。接着，进行了广泛的参数研究，旨在提出一个经验公式，确定不同的筒材料和结构特性下的最大平均侧向压力。如此计算出的侧向压力通过一个著名经验公式确定出侧向受限混凝土强度。对于高峰之后的应力-应变关系的确定，使用了有效的试验结果。基于这些测试结果，和近似表达式来推算下降段的斜度和各种断面形状的筒内侧向受限混凝土在确认的混凝土强度下的应变。推算出的混凝土强度和后峰值性能在允许的界限内与测试结果吻合得非常好。所提出的模型可用于包括梁柱构件在内的纤维分析，以确定抗震结构设计中混凝土填充钢柱筒的极限状态的推算标准。 •版权所有2001 Elsevier科学技术有限公司。
关键词: 钢管混凝土；限制；混凝土强度；延性；应力应变关系；纤维分析
Uniaxial stress–strain relationship of concrete confined by various shaped steel tubes
K.A.S. Susantha, Hanbin Ge, Tsutomu Usami *
Department of Civil Engineering, Nagoya University, Chikusa-ku, Nagoya 464-8603, Japan
Received 31 May 2000; received in revised form 19 December 2000; accepted 14 February 2001
Abstract
A method is presented to predict the complete stress–strain curve of concrete subjected to triaxial compressive stresses caused by axial load plus lateral pressure e to the confinement action in circular, box and octagonal shaped concrete-filled steel tubes. Available empirical formulas are adopted to determine the lateral pressure exerted on concrete in circular concrete-filled steel columns. To evaluate the lateral pressure exerted on the concrete in box and octagonal shaped columns, FEM analysis is adopted with the help of a concrete–steel interaction model. Subsequently, an extensive parametric study is concted to propose an empirical
equation for the maximum average lateral pressure, which depends on the material and geometric properties of the columns. Lateral pressure so calculated is correlated to confined concrete strength through a well known empirical formula. For determination of the post-peak stress–strain relation, available experimental results are used. Based on the test results, approximated expressions to predict the slope of the descending branch and the strain at sustained concrete strength are derived for the confined concrete in columns having each type of sectional shapes. The predicted concrete strength and post-peak behavior are found to exhibit good
agreement with the test results within the accepted limits. The proposed model is intended to be used in fiber analysis involving beam–column elements in order to establish an ultimate state prediction criterion for concrete-filled steel columns designed as earthquake resisting structures. •2001 Elsevier Science Ltd. All rights reserved.
Keywords: Concrete-filled tubes; Confinement; Concrete strength; Ductility; Stress–strain relation; Fiber analysis
1. Introction
Concrete-filled steel tubes (CFT) are becoming increasingly popular in recent decades e to their excellent earthquake resisting characteristics such as high ctility and improved strength. As a result, numerous experimental investigations have been carried out in recent years to examine the overall performance of CFT columns [1–11]. Although the behavior of CFT columns has been extensively examined, the concrete core confinement is not yet well understood. Many of the previous research works have been mainly focused on investigating the performance of CFT columns with various limitations. The main variables subjected to such limitations were the concrete strength, plate width-to- thickness (or radius-to-thickness) ratios and shapes of the sections. Steel strength, column slenderness ratio and rate of loading were also additionally considered. It is understandable that examination of the effects of all the above factors on performances of CFTs in a wider range, exclusively on experimental manner, is difficult and costly. This can be overcome by following a suitable numerical theoretical approach which is capable of handling many experimentally unmanageable situations. At present, finite element analysis (FEM) is considered as the most powerful and accurate tool to simulate the actual behavior of structures. The accurate constitutive relationships for materials are essential for reliable results when such analysis proceres are involved. For example, CFT behavior may well be investigated through a suitable FEM analysis procere, provided that appropriate steel and concrete material models are available. One of the simplest yet powerful techniques for the examination of CFTs is fiber analysis. In this procere the cross section is discretized into many small regions where a uniaxial constitutive relationship of either concrete or steel is assigned. This type of analysis can be employed to predict the load–displacement relationships of CFT columns designed as earthquake resisting structures. The accuracy involved with the fiber analysis is found to be quite satisfactory with respect to the practical design purposes.
At present, an accurate stress–strain relationship for steel, which is readily applicable in the fiber analysis, is currently available [12]. However, in the case of concrete, only a few models that are suited for such analysis can be found [3,8,9]. Among them, in Tomii and Sakino’s model [3], which is applicable to square shaped columns, the strength improvement e to confinement has been neglected. Tang et al. [8] developed a model for circular tubes by taking into account the effect of geometry and material properties on strength enhancement as well as the post-peak behavior. Watanabe et al. [9] concted model tests to determine a stress–strain relationship for confined concrete and subsequently proposed a method to analyze the ultimate behavior of concrete-filled box columns considering local buckling of component plates and initial imperfections. Among the other recent investigations, the work done by Schneider [10] investigated the effect of steel tube shape and wall thickness on the ultimate strength of the composite columns. El-Tawil and Deierlein [11] reviewed and evaluated the concrete encased composite design provisions of the American Concrete Institute Code (ACI 318) [13], the AISC-LRFD Specifications [14] and the AISC Seismic Provisions [15], based on fiber section analyses considering the inelastic behavior of steel and concrete.
In this study, an analytical approach based on the existing experimental results is attempted to determine a complete uniaxial stress–strain law for confined concrete in relatively thick-walled CFT columns. The primary objective of the proposed stress–strain model is its application in fiber analysis to investigate the inelastic behavior of CFT columns in compression or combined compression and bending. Such analyses are useful in establishing rational strength and ctility prediction proceres of seismic resisting structures. Three types of sectional shapes such as circular, box and octagonal are considered. A concrete–steel interaction model is employed to estimate the lateral pressure on concrete. Then, the maximum lateral pressure is correlated to the strength of confined concrete through an empirical formula. A method based on the results of fiber analysis using assumed concrete models is adopted to calibrate the post-peak behavior of the proposed model. Finally, the complete axial load–average axial strain curves obtained through the fiber analysis using the newly proposed material model are compared with the test results. It should be noted that a similar type of interaction model as used in this study has been adopted by Nishiyama et al. [16], which has been combined with a so called peak load condition line in order to determine the maximum lateral pressure on reinforced concrete columns.
Meanwhile, previous researches [17,18] indicate that the stress–strain relationship of concrete under compressive load histories proces an envelope curve identical to the stress–strain curve obtained under monotonic loading. Therefore, in further studies, the proposed confined uniaxial stress–strain law can be extended to a cyclic stress–strain relationship of confined concrete by including a suitable unloading/reloading stress–strain rule.
B. 求道路方面的毕业论文的外文翻译资料！
物流一词源于英文的”logistics”，原意是军事后勤保障，在第二方世界大战以后被广泛地应用于经济领域。美国物流管理协会对物流的定义为”物流是为满足消费者需求而进行的对原材料、中间产品、最终产品及相关信息从起始地到消费地的有效流动与存储的、实施和控制的过程”。
物流由四个关键部分组成：实质流动、实质存储、信息流动及管理协调。物流的主要功能是创造时间效用和空间效用，主要方式是通过仓储克服空间距离。
第三方物流是在物流渠道中由中间商提供的服务，中间商以合同的形式在一定期限内提供需的全部或部分物流服务。第三方物流公司是一个为外部客户管理、控制和提供物流服务作业的公司。
据统计，欧洲目前使用第三方物流服务的比例为76％，美国约为58％，且其需求仍在增长；欧洲24％和美国33％的非第三方物流服务用户正在积极考虑使用第三方物流服务。第三方物流作为一个提高物资流通速度、节省仓储费用和资金在途费用的有效手段，已经越来越引起人们的高度重视。
一、使用第三方物流的优越性
使用第三方物流产可以给企业带来众多益处，主要表现在：
1、集中主业
生产企业使用第三方物流可以使企业实现资源的优化配置，将有限的人力、财力集中于核心精力，进行重点研究，发展基本技术，开发新产品参与世界竞争，增强企业的核心竞争力。
2、节省费用
专业的第三方物流提供者利用规模生产的专业优势和成本优势，通过提供各环节能力的利用率实现费用节省，使企业能从分离费用结构中获益。生产企业随着规模的不断扩大，对营销服务的任何程度的深入参与，都会引起费用的大幅度增长，只有使用专业服务公司提供的公共服务，才能够减少额外损失。根据美国田纳西大学、英国EXEL公司和美国EMST&YOUNG咨询公司共同组织的一项调查显示：很多货主表示，使用第三方物流使他们的物流成本平均下降了1.18％，货物周转期平均从7.1天缩短到3.9天，库存降低了8.2％。
3、减少库存
第三方物流服务提供者借助精心策划的物流和适时的运送手段，最大限度地减少库存，改善了企业的现金流量，实现成本优势。
4、提升企业形象
第三方物流服务提供与顾客是一种战略伙伴关系，第三方物流提供者利用完备的设施和训练有素的员工对整个供应链实现完全的控制，减少物流的复杂性，通过自己的网络体系帮助顾客改进服务，不仅树立自己的品牌形象，而且使顾客在竞争中脱颖而出。
二、我国企业在使用第三方物流方面存在的问题
尽管与第三方物流公司合作有很多优势，但是很多企业并不是将更多的物流业务外包出去，原因归结为：
1、抵制变化
很多公司不愿意通过物流外包的方式来改变现在的精力模式。尤其是一些国有企业，物
流业务外包还将意味着解雇大批员工，这对于国有企业的管理者来说意味着一个非常大的风险。
2、缺乏认识
企业对于第三方物流公司的认识程度普遍还很低，企业没有认识到供应链管理在企业竞争中的巨大作用。
3、害怕失去控制
由于供应链的实施在提高公司竞争力方面的重要作用，很多公司宁愿有一个小而全的物流部门，也不情愿将这些功能交给别人，主要原因是担心如果失去内部物流能力，会在客户交往和其他方面过度依赖第三方物流公司。
4、物流业务外包本身有其复杂性
供应链物流业务通常和公司其他业务，如财务、营销或生产集成在一起，物流业务外包本身就具有复杂性。对一些实际业务，包括运输和仓储的集成可能会带来组织上、行政上和实施上的一系列问题。此外，公司内部信息系统的集成性特点，使得把物流业务交给第三方物流公司来运作变得很困难。
5、衡量物流外包的效果受诸多因素的影响
准确地衡量物流成本对信息技术和人力资源的影响比较困难。很难确定物流业务外包到底能够给企业带来多少潜在的成本好外。另外，各个公司业务的独特性和公司供应链作业能力，通常被认为是不宜向外部公开的内部信息，很难准确地比较公司间的供应链作业能力。
尽管有些生产企业已经意识到利用第三方物流可以给企业带来很多好外，但是在实际应用时往往分成几个步骤，同时选择数个物流服务提供商作为合作伙伴，以避免将业务交由一个物流服务提供商而带来的依赖性。
三、我国第三方物流企业在发展中遇到的问题
一个成功的物流企业，必须具备较大的运营规模，建立有效地地区覆盖区域，具有强大的指挥和控制中心，具备高水准的综合技术、财务资源和经营策略。
我国第三方物流企业在发展中遇到的问题可以归纳如下：
1、运营模式问题
目前世界大型物流公司大都采取总公司与分公司体制，总部采取集权式物流运作，以业务实行垂直管理。建立现代物流企业必须有一个能力很强、指挥灵活的调控中心对整个物流业务进行控制与协调。真正的现代物流必须是一个指挥中心、一个利润中心，企业的组织、框架、体制等形式都要与一个中心相匹配。我国的物流企业在运营模式上存在问题，国外物流企业的管理模式值得国内物流企业借鉴。
2、仓储或运输能力欠缺
物流的主要功能是创造时间盗用和空间效用。就目前中国的第三方物流企业而言，有些公司偏重于仓储，运输能力不足；另外一些公司则是运输车辆很多而在全国没有多少仓库，靠租用社会仓库来完成对客户的承诺。
3、网络问题
我国有几家大的物流企业拥有全车性的仓储网络或货运网络，但是这个网络的覆盖区域并不是十全十美的。客户在选择物流合作伙伴时，很关注网络的覆盖区域及网络网点的密度问题。有关网点的建设问题应引起物流企业的重视。
4、信息技术
世界大的物流企业都拥有”一流三网”，即订单信息流、全球供应链资源网络、全球用户资源网络和计算机信息网络。凭借先进的计算机管理技术，这些物流客户也是高附加值产品的生产企业，国内物流企业必须在信息系统上增加投入才可以改变自己的市场定位。
集中与整合是第三方物流企业的发展趋势。原因是：第一，大的公司有意将供应链的主要环节外包给尽可能少的几家物流公司；第二，建立一个高效的全球第三方物流企业所需资本的投入日益增加；第三，许多第三方物流供应商都通过兼并和联合的方式来扩大其服务能力。
Logistics from the English word "logistics", the original intent of the military logistics support, in the second side after World War II has been widely used in the economic field. Logistics Management Association of the United States is defined as the logistics, "Logistics is to meet the needs of consumers of raw materials, intermediate procts, final procts and related information to the consumer from the beginning to the effective flow and storage, implementation and control of the process of . "
Logistics consists of four key components: the real flow, real storage, and management to coordinate the flow of information. The primary function of logistics is to create time and space effectiveness of the effectiveness of the main ways to overcome the space through the storage distance.
Third-party logistics in the logistics channel services provided by brokers, middlemen in the form of the contract within a certain period of time required to provide logistics services in whole or in part. Is a third-party logistics companies for the external customer management, control and operation of the provision of logistics services company.
According to statistics, currently used in Europe the proportion of third-party logistics services for 76 percent, the United States is about 58%, and the demand is still growing; 24 percent in Europe and the United States 33% of non-third-party logistics service users are actively considering the use of third-party logistics services. As a third-party logistics to improve the speed of material flow, warehousing costs and financial savings in the cost effective means of passers-by, has become increasingly attracted great attention.
First, the advantages of using a third-party logistics
The use of third-party logistics enterprises can yield many benefits, mainly reflected in:
1, focus on core business
Manufacturers can use a third-party logistics companies to achieve optimal distribution of resources, limited human and financial resources to concentrate on their core energy, to focus on the development of basic skills, develop new procts in the world competition, and enhance the core competitiveness of enterprises.
2, cost-saving
Professional use of third-party logistics providers, the professional advantages of mass proction and cost advantages, by providing the link capacity utilization to achieve cost savings, so that enterprises can benefit from the separation of the cost structure. Manufacturing enterprises with the expansion of marketing services to participate in any degree of depth, would give rise to a substantial increase in costs, only the use of professional services provided by public services, in order to minimize additional losses. University of Tennessee in accordance with the United States, United Kingdom and the United States EXEL company EMST & YOUNG consulting firm co-organized a survey: a lot of cargo that enable them to use third-party logistics logistics costs declined by an average of 1.18 percent, the average flow of goods from 7.1 days to 3.9 days, stock 8.2% lower.
3, rection of inventory
Third-party logistics service providers with well-planned logistics and timely delivery means, to minimize inventory, improve cash flow of the enterprise to achieve cost advantages.
4, enhance the corporate image
Third-party logistics service providers and customers is a strategic partnership, the use of third-party logistics provider of comprehensive facilities and trained staff on the whole supply chain to achieve complete control, recing the complexity of logistics, through their own networks to help improve customer service, not only to establish their own brand image, but also customers in the competition.
Second, China's enterprises in the use of third-party logistics problems in
While third-party logistics company has many advantages, but not many enterprises will be more outsourcing of the logistics business, the reasons boil down to:
1, resistance to change
Many companies do not want the way through the logistics outsourcing efforts to change the current mode. In particular, some state-owned enterprises, were
Flow will also mean that the dismissal of outsourcing a large number of employees, which the managers of state-owned enterprises would mean a very great risk.
2, lack of awareness
For third-party logistics enterprise's generally low level of awareness, lack of awareness of enterprise supply chain management in the enterprise of the great role in the competition.
3, fear of losing control
As a result of the implementation of supply chain companies in enhancing the competitiveness of the important role that many companies would rather have a small but complete logistics department and they do not prefer these functions will be handed over to others, the main reasons it is worried that if they lose the internal logistics capabilities, customers will be exchanges and over-reliance on other third-party logistics companies.
4, the logistics outsourcing has its own complexity
Supply chain logistics business and companies are usually other services, such as finance, marketing or proction of integrated logistics outsourcing itself with complexity. On a number of practical business, including the integration of transport and storage may lead to organizational, administrative and implementation problems. In addition, the company's internal information system integration features, making the logistics business to a third party logistics companies have become very difficult to operate.
5, to measure the effect of logistics outsourcing by many factors
Accurately measure the cost of information technology, logistics and human resources more difficult. It is difficult to determine the logistics outsourcing companies in the end be able to bring the cost of how many potential good things. In addition, all the uniqueness of the company's business and corporate supply chain operational capability, is usually not considered to be internal to the external public information, it is difficult to accurately compare the inter-company supply chain operational capability.
Although some manufacturers have been aware of the use of third-party logistics companies can bring a lot of good things, but in practical applications are often divided into several steps, at the same time choose a number of logistics service providers as partners in order to avoid the business by a logistics service providers brought about by dependence.
Third, China's third-party logistics companies in the development of the problems encountered
A successful logistics company, the operator must have a larger scale, the establishment of effective regional coverage area, with a strong command and control center with the high standard of integrated technical, financial resources and business strategy.
China's third-party logistics companies in the development of the problems encountered can be summarized as follows:
1, operating model
At present, most of the world's largest logistics companies take the head office and branch system, centralized headquarters-style logistics operation to take to the implementation of vertical business management. The establishment of a modern logistics enterprise must have a strong, flexible command and control center to control the entire logistics operations and coordination. Real must be a modern logistics center, a profit center, business organizations, the framework, the institutional form of every match with a center. China's logistics enterprises in the operating mode of the problems of foreign logistics enterprises in the management model should be from the domestic logistics enterprises.
2, the lack of storage or transport capacity
The primary function of logistics is to create time and space utility theft. For now China's third-party logistics enterprises, some companies focus on storage, lack of transport capacity; other companies is a lot of transport vehicles and warehouses throughout the country little by renting warehouses to complete the community's commitment to customers.
3, network problems
There are a few large companies have the logistics of the entire vehicle cargo storage network or networks, but the network coverage area is not perfect. Customers in the choice of logistics partner, are very concerned about network coverage and network of regional branches of the density problem. The building of the network should be of great importance to logistics enterprises.
4, information technology
The world's largest logistics enterprises have "three-class network", that is, orders for information flow, resources, global supply chain network, the global Resource Network users and computer information network. With the management of advanced computer technology, these customers are also the logistics of the proction of high value-added procts business, the domestic logistics enterprises must increase investment in information systems can change their market position.
Concentration and integration is the third-party logistics trends in the development of enterprises. The reasons are: firstly, the company intends to major aspects of supply chain outsourcing to the lowest possible number of several logistics companies; the second, the establishment of an efficient global third party logistics inputs required for increasing the capital; the third Many third-party logistics providers through mergers and joint approaches to expand its service capabilities.
可以给我分了吧？ 嘿嘿
还有：http://www.wenluxuan.com/wlx/2008/12/lw_7986.html，看看是吗！
C. 桥梁工程毕业设计外文翻译
可以去关海土木上下载
那里的翻译很多。
关海土木：满足你，没问题
http://bbs.ghcivil.com/search.php?
D. 求毕业设计外文翻译，路基施工技术方面，英文原文+中文翻译，15000字左右 谢谢。
童鞋你好！
这个估计需要自己搜索了！
网上基本很难找到免费给你服务的！
我在这里给你点搜索国际上常用的外文数据库：
----------------------------------------------------------
❶ISI web of knowledge Engineering Village2
❷Elsevier SDOL数据库 IEEE/IEE(IEL)
❸EBSCOhost RSC英国皇家化学学会
❹ACM美国计算机学会 ASCE美国土木工程师学会
❺Springer电子期刊 WorldSciNet电子期刊全文库
❻Nature周刊 NetLibrary电子图书
❼ProQuest学位论文全文数据库
❽国道外文专题数据库 CALIS西文期刊目次数据库
❾推荐使用ISI web of knowledge Engineering Village2
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中文翻译得自己做了，实在不成就谷歌翻译。
弄完之后，自己阅读几遍弄顺了就成啦！
学校以及老师都不会看这个东西的！
外文翻译不是论文的主要内容！
所以，很容易过去的！
祝你好运！
E. 求一篇道路工程中英文文献翻译，翻译出来大概中文10000字左右，谢谢，毕业设计，很急！
你也太小气了,10000字你只给别人5分啊.
F. 你好 我看到你在百度知道里 提问了 土木工程道路方向的毕业设计外文翻译 能不能将你得到的 PDF 和翻译 一
可以给你点建议，如果你英文不好，你可以直接去找你逛过的关于工业设计相关文章的国外网站，然后用谷歌去大致翻译下（翻译会不准），自己凭自己对工业设计相关知识的了解，就应该可以理解国外网站的上面内容，这样你按照自己的理解把文章翻译过来了，也在此同时得到了一篇外文工业设计相关的论文，一举两得
另外,团IDC网上有许多产品团购,便宜有口碑
G. 道桥毕业设计外文文献!附带作者和出处，及中文翻译！ 三篇以上，PDF格式的！谢谢
我是道桥毕业设计外文文献!附带作者和出处，及中文翻译！编辑 希望能帮您.