外文翻译《数据库系统》

外文翻译《数据库系统》
外文翻译《数据库系统》

Database system

A database may be defined as a collection of interrelated data stored together with as little redundancy as possible to serve one or more applications in an optimal fashion; the data are stored so that they are independents of programs which use the data; a common and controlled approach is used in adding new data and in modifying and retrieving existing data within the data base one system is said to contain a collection of databases if they are entirely separate in structure.

The restructuring should be possible without having to rewrite the application program and in general should cause as little upheaval as possible the ease with which a database can be changed will have a major effect on the rate at which

data-processing application can be developed in a corporation.

The term data independence is often quoted as being one of the main attributes of a database int implies that the data and the may be changed without changing the other, when a single setoff data items serves a variety of applications, different application programs perceive different relationships between the data items,to a large extent database organization is concerned with the as how and where the data are stored.

A database used for many applications can have multiple interconnection referred to as entities.An entity may be a tangible object or no tangible if it has various properties which we may wish to record.It can describe the real world.The data item represents an attribute and the attribute must be associated which the relevant entity.We relevant entity we design values to the attributes one attribute has a special significance in that it identifies the entity.

Logical data description is called a model.

We must distinguish a record and a record examples, when talking about all personnel records when it is really a record type, not combined with its data value.

A model is used to describe the database used storage in the database data item type and record types of general charts, subschema paragraph refers to an application programmer view of data, many different patterns can get from one mode. T he schema and the subschema are both used by the database management system the primary function of which is to serve the application programs by execution their data operations.

A DBMS will usually be handling multiple data calls concurrently, it must organize its system buffers so that different data operations can be in process together, it provides a data definition language to specify the conceptual schema and most likely some of the details regarding the implementation of the conceptual schema by the physical schema the describe the conceptual schema in terms for a “data model”.

The choice of a data model is a difficult one, since it must be such enough in structure to describe significant aspects of the real world, yet it must be possible to determine fairly automatically an efficient implementation of the conceptual conceptual schema by a physical schema.It should be emphasized that while a DBMS might be used to build small databases many databases involve millions of bytes and an inefficient implementation can be disastrous.

Logical schemas are defined as data, pedals with the underlying structure of particular database management systems superimposed on them at the present time there are three main underlying structures for database management systems these are:relational,hierarchical,network.

The hierarchical and network structures have been used for DBMS since the 1960’s . the relational structure was introduced in the early 1970’s.

In the relational model two-dimensional tables represent the entities and their relationships every table represents an entities are represented by common columns containing values from a domain or range of possible values .The end user is presented with a simple data model his and her request and don not reflect any complexities due to system-oriented aspects a relational data model is what the user sees , but it is mot necessarily what will be implemented physically.

The relational data model removes the details of storage structure and access strategy from the user inter-face the model providers a relatively higher degree of data to make use of this property of the relational data model however, the design of the relations must be complete and accurate.Although some DBMS based on the relational data model are commercially available today it is difficult to provide a complete set of operational capabilities with required efficiency on a large scale it appears today that technological improvements in providing faster and more reliable hardware may answer the question positively.

The hierarchical data model is based no a tree-like structure made up of nodes and branches a node is a collection of data attributes describing the entity at that opine the highest node of the hierarchical.

A hierarchical data model always starts with a root node every node consists of one or more attributes describing the entity at that node dependent nodes can follow the succeeding levels the mode in the receding level becomes the parent node of the new dependent nodes a parent node can have one child node as a dependent or many children nodes the major advantage of the hierarchical data model is the existence of proven database management systems that use the hierarchical data model as the basic structure there is a reduction of data dependency but any child mode is accessible only in a clumsy way this often results in a redundancy in stored data.

The network data model interconnects the entities of an enterprise into a network in the network data model a database.Consists of a number of areas an area contains records in turn a recode may consist of fields a set which is a grouping of records may reside in an area or span a number of areas a set type is based on the owner record type and the member record type the many-to-many relation-ship which occurs quite frequently in rap fife can be implemented easily the network data model is very compel the application programmer must be familiar with the logical structure of the database.

To meet the multiple users in a particular sector of the need for a variety of applications, according to some data model in the computer system in the organization, storage and use of data collection linked to each other.

数据库系统

一个数据库可以被定义成一个相关数据的集合,这个集合尽可能小的冗余为一个或多个应用程序在最理想的方式下服务,存贮数据的目的是使他们与使用数据的程序独立,一种相同的控制方法用于数据库更新数据和修改,恢复已存在的数据,如果一个系统在结构上完全分离,则他们被称为一个数据库集合。

大多数数据库的最主要特点之一是他们需要不断的更新和增加。当数据类型和应用被增加时,简单重构必须是可能的,重组织应不需要重新写应用程序,总体上应当尽可能小的变化,这种不费力的改变数据库将在数据处理的速度上产生很大的影响。

数据独立这个术语经常提出作为一个数据主要属性之一,它是指数据和使用数据的应用程序相互独立,改变一项时不用改变另一项,当一个单一的数据集合服务于不同的应用时,不同的应用程序感知数据项与记录之间的管理说明相联系,也和数据是怎样存贮的和存在哪里有关,在许多应用程序的数据之间有很多种内在的联系。

关于我们所存信息的项是一个实体,一个实体可以是一个实在的物体或抽象的事物,它有我们希望记录的各种性质,它能描述一个真实的世界,数据项代表一个属性,该属性与有关的实体联合。我们将属性设计成值,一个属性有一个特殊意义,据此而定义一个实体。

逻辑数据库的描述叫做一个模式。

我们必须区别一个记录和一个记录的事例,当谈论到全体人员的记录时它是一个真正的记录类型,而不是与它相结合的数据值。

一个模型用于描述数据库中的所用存贮在数据库中的数据项类型和记录类型的总体图表,子模式项指的是一个应用程序员观点下的数据,许多不同的模式可以从一个模式中得到。模式和子模式是由数据库管理系统使用的,数据库管理系统的主要作用是执行数据操作时服务于应用程序。

一个数据库管理系统通常是用语同时处理多个数据调用,它必须组织系统缓冲使不同的数据操作能够一起处理,它提供种数据定义语言经指定概念模式,并且很可能还包括使用物理模式实现概念模式的一些细节,定义语言是一种高级语言,能够让你描述概念模型,术语为数据模型。

数据模型选择是很困难的,因为它必须有丰富的足够结构以描述真实世界有意义的各个方面,并且必须通过物理模式有能力、自动地决定概念模式的实现,必须强调,当一个数据库处理系统用于建立一个小数据库中时,许多数据库包括了上万字节,所以无效的执行可能是灾难性的。

逻辑模式被定义为数据模式,带有附加在其上的特别折数据库管理系统的基本结构,目前,数据库管理系统有,三种主要的基本结构,他们是:关系结构,层次结构,网络结构。

层次型和网络型从20世纪60年代已应用于DBMS中,关系模型在20世纪70年代早期开始有所介绍。

在关系模型中,实体和他们的关系用二维表格表示,每一个表格代表一个实体,其值是有一定范围,最终用户被提供一个简单数据模型,他或她需求由信息内容的描述而明确的表达,不用表示面向系统的各方面复杂的情况,关系数据模型似乎用户所看到的,但不必知道物理的实现。

数据模型在用户界面上排出了存贮结构和存取策略的细节,模型提供了一种高层次的数据关系,然而为了正确的使用关系数据模型,关系的设计必须是完备的和正确的。尽管目前一些基于关系数据模型的数据库管理系统实行商业化应用,但它很难在大规模范围内按需求的目标提供一套完整的操作能力,现在提供快速且稳定的硬件方面的技术改进才有可能真正回答这个问题。

层次型数据模型是基于数型结构的,由结点和数值组成,一个结点是描述此点上实体属性的数据集合。

层次型数据结构模型总是从根结点开始的,第每个结包括描述此结点的一个或多个属性,相关结点可以在下一层上,上层的结点变成新的相关结点或父结点,一个父结点可有一个相关子结点或多个子结点,层次数结点才能存取,许多的关系只能用笨拙的方法实现,这常常引起存贮数据的复杂。

网状数据模型将企业的实体连接到网络中。在网状数据模型中,一个数据库包括大量区域,一个区域包括一些记录,而一个记录可以包含字段,一个集合是记录群,可以在一个区域中,或跨越一些区域,一个集合类型基于所有者的记录类型和成员记录类型,许多在真实生活中发生得很频繁的关系,可以很容易的实现,网状数据模型是和有复杂的,应用程序员必须很熟悉数据库的逻辑结构。

为满足某一部门中多个用户多种应用的需要,按照一定的数据模型在计算机系统中组织、存储和使用的互相联系的数据集合。

带有数据库的计算机系统,除具备一般的硬件、软件外,必须有用以存储大量数据的直接存取存储设备、管理并控制数据库的软件——数据库管理系统

(DBMS)、管理数据库的人员——数据库管理员 (DBA)。这样的数据、硬件、软件和管理人员的总体构成数据库系统。数据库仅是数据库系统的一个组成部分。

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题8图 则∏专业,入学年份(R)的元组数为 A.2 B.3 C.4 D.5 9.集合R与S的交可以用关系代数的基本运算表示为( ) A.R-(R-S) B.R+(R-S) C.R-(S-R) D.S-(R-S) l0.已知SN是一个字符型字段,下列SQL查询语句( ) SELECT SN FROM S WHERE SN LIKE′AB%′;的执行结果为 A.找出含有3个字符′AB%′的所有SN字段 B.找出仅含3个字符且前两个字符为′AB′的SN字段 C.找出以字符′AB′开头的所有SN字段 D.找出含有字符′AB′的所有SN字段 l1.现要查找缺少成绩(Grade)的学生学号(Snum),相应的SQL语句是( ) A.SELECT Snum B.SELECT Snum FROM SC FROM SC WHERE Grade=0 WHERE Grade<=0 C.SELECT Snum D.SELECT Snum FROM SC FROM SC WHERE Grade=NULL WHERE Grade IS NULL l2.下列不是 ..数据库恢复采用的方法是( ) A.建立检查点B.建立副本 C.建立日志文件 D.建立索引 13.在SQL/CLI中,将宿主程序与数据库交互的有关信息记录在运行时数据结果中。不能 ..保存此信息的记录类型是( ) A.环境记录B.连接记录 C.语句记录D.运行记录 l4.在面向对象技术中,复合类型中后四种类型——数组、列表、包、集合——统称为( ) A.行类型B.汇集类型 C.引用类型D.枚举类型 l5.在面向对象技术中,类图的基本成分是类和( ) A.属性B.操作 C.关联D.角色 二、填空题(本大题共10小题,每小题1分,共10分) 请在每小题的空格上填上正确答案。错填、不填均无分。 16.在数据库的概念设计中,客观存在并且可以相互区别的事物称为_________________。17.增强ER模型中,子类实体继承超类实体的所有________________________。 18.产生数据冗余和异常的两个重要原因是局部依赖和_________________依赖。 l9.如果Y?X?U,则X→Y成立。这条推理规则称为________________。20.ODBC规范定义的驱动程序有两种类型:即单层驱动程序和________________。21.DBMS可分为层次型、网状型、__________________型、面向对象型等四种类型。22.如果事务T对某个数据R实现了__________________锁,那么在T对数据R解除封锁之前,不允许其他事务再对R加任何类型的锁。 23.在多个事务并发执行时,系统应保证与这些事务先后单独执行时的结果一样,这是指事务的____________________性。

卓越智慧树营运资金管理章节答案

1 【多选题】(3分) 哪些活动属于资金运用的经济活动?AC A. 投资活动 B. 筹资活动 C. 经营活动 D. 理财活动 正确 查看答案解析 本题总得分:3分 2 【多选题】(3分) 在广义的营业观下,哪些属于营业活动的收益?( AD )

A. 公允价值变动损失 B. 营业外收入 C. 非流动资产处置损失 D. 投资收益 正确 查看答案解析 本题总得分:3分 3 【多选题】(3分) 哪些资金是通过筹资活动筹集来的资金?BC A. 应付职工薪酬 B. 长期借款 C. 股东增加投资 D. 应付账款

正确 查看答案解析 本题总得分:3分 4 【单选题】(3分) 应付账款属于企业通过筹资活动获得的资金错 A. 对 B. 错 正确 查看答案解析 本题总得分:3分 5 【单选题】(3分) 复星医药2012年利润较2006年利润有大幅增长,主要得益于投资活动创造了更多利润对

A. 对 B. 错 正确 1 【多选题】(3分) 在计算企业营业活动所运用的总资金时,以下哪些项目应该从总资产中扣除?AC A. 应付职工薪酬 B. 长期借款 C. 应付账款 D. 短期借款 正确 查看答案解析 本题总得分:3分

2 【单选题】(3分) 以下哪些指标属于反映企业财务风险的动态指标?C A. 流动比率 B. 速动比率 C. 财务杠杆系数 D. 资产负债率 正确 查看答案解析 本题总得分:3分 3 【单选题】(3分) 按照资金运用的投向分类,资金可以划分为经营活动资金和投资活动资金。对

A. 对 B. 错 正确 查看答案解析 本题总得分:3分 4 【单选题】(3分) 在财务数据相同的两个企业中,如果其中一个企业为满足业务活动所需的资金有更强的筹资保障能力,则这个企业财务风险水平更高。错 A. 对 B. 错 正确 查看答案解析 本题总得分:3分 5

营运资金管理外文文献翻译

文献出处:Enqvist, Julius, Michael Graham, and Jussi Nikkinen. "The impact of working capital management on firm profitability in different business cycles: evidence from Finland." Research in International Business and Finance 32 (2014): 36-49. 原文 The impact of working capital management on firm profitability in different business cycles: Evidence from Finland 1. Introduction This paper investigates the effect of the business cycle on the link between working capital, the difference between current assets and current liabilities, and corporate performance. Efficient working capital management is recognized as an important aspect of financial management practices in all organizational forms. In acknowledgement of this importance, the CFO Magazine publishes an annual study of corporate working capital management performance in many countries. The extensive literature indicates that it impacts directly on corporate liquidity ( Kim et al., 1998 and Opler et al., 1999), profitability (e.g., Shin and Soenen, 1998, Deloof, 2003, Lazaridis and Tryfonidis, 2006 and Ukaegbu, 2014), and solvency (e.g.,Berryman, 1983 and Peel and Wilson, 1994). It is reasonable to assume that economy-wide fluctuations exogenous to the operations of the firm play an important role in the demand for firms’ products and any financing decision. Korajczyk and Levy (2003), for instance, suggest that firms time debt issuance based on economic conditions. Also, given that retained earnings are a significant component of working capital, business cycles can be said to affect all enterprises financing source through its effect on economic growth and sales. For example, when company sales weaken it engenders earning declines, thereby, affecting an important source of working capital. The recent global economic downturn with crimping consumer demand is an excellent example of this. The crisis,

英文翻译与英文原文.陈--

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污水处理外文翻译(带原文)

提高塔式复合人工湿地处理农村生活污水的 脱氮效率1 摘要: 努力保护水源,尤其是在乡镇地区的饮用水源,是中国污水处理当前面临的主要问题。氮元素在水体富营养化和对水生物的潜在毒害方面的重要作用,目前废水脱氮已成为首要关注的焦点。人工湿地作为一种小型的,处理费用较低的方法被用于处理乡镇生活污水。比起活性炭在脱氮方面显示出的广阔前景,人工湿地系统由于溶解氧的缺乏而在脱氮方面存在一定的制约。为了提高脱氮效率,一种新型三阶段塔式混合湿地结构----人工湿地(thcw)应运而生。它的第一部分和第三部分是水平流矩形湿地结构,第二部分分三层,呈圆形,呈紊流状态。塔式结构中水流由顶层进入第二层及底层,形成瀑布溢流,因此水中溶解氧浓度增加,从而提高了硝化反应效率,反硝化效率也由于有另外的有机物的加入而得到了改善,增加反硝化速率的另一个原因是直接通过旁路进入第二部分的废水中带入的足量有机物。常绿植物池柏(Taxodium ascendens),经济作物蔺草(Schoenoplectus trigueter),野茭白(Zizania aquatica),有装饰性的多花植物睡莲(Nymphaea tetragona),香蒲(Typha angustifolia)被种植在湿地中。该系统对总悬浮物、化学需氧量、氨氮、总氮和总磷的去除率分别为89%、85%、83%、83% 和64%。高水力负荷和低水力负荷(16 cm/d 和32 cm/d)对于塔式复合人工湿地结构的性能没有显著的影响。通过硝化活性和硝化速率的测定,发现硝化和反硝化是湿地脱氮的主要机理。塔式复合人工湿地结构同样具有观赏的价值。 关键词: 人工湿地;硝化作用;反硝化作用;生活污水;脱氮;硝化细菌;反硝化细菌 1. 前言 对于提高水源水质的广泛需求,尤其是提高饮用水水源水质的需求是目前废水深度处理的技术发展指向。在中国的乡镇地区,生活污水是直接排入湖泊、河流、土壤、海洋等水源中。这些缺乏处理的污水排放对于很多水库、湖泊不能达到水质标准是有责任的。许多位于中国的乡镇地区的社区缺乏足够的生活污水处理设备。由于山区地形、人口分散、经济基础差等原因,废水的收集和处理是很成问题的。由于资源短缺,经济欠发达地区所采取的废水处理技术必须低价高效,并且要便于施用,能量输入及维护费用较低,而且要保证出水能达标。建造在城市中基于活性污泥床的废水集中处理厂,对于小乡镇缺乏经济适用性,主要是由于污水收集结构的建造费用高。 1Ecological Engineering,Fen xia ,Ying Li。

外文翻译原文

204/JOURNAL OF BRIDGE ENGINEERING/AUGUST1999

JOURNAL OF BRIDGE ENGINEERING /AUGUST 1999/205 ends.The stress state in each cylindrical strip was determined from the total potential energy of a nonlinear arch model using the Rayleigh-Ritz method. It was emphasized that the membrane stresses in the com-pression region of the curved models were less than those predicted by linear theory and that there was an accompanying increase in ?ange resultant force.The maximum web bending stress was shown to occur at 0.20h from the compression ?ange for the simple support stiffness condition and 0.24h for the ?xed condition,where h is the height of the analytical panel.It was noted that 0.20h would be the optimum position for longitudinal stiffeners in curved girders,which is the same as for straight girders based on stability requirements.From the ?xed condition cases it was determined that there was no signi?cant change in the membrane stresses (from free to ?xed)but that there was a signi?cant effect on the web bend-ing stresses.Numerical results were generated for the reduc-tion in effective moment required to produce initial yield in the ?anges based on curvature and web slenderness for a panel aspect ratio of 1.0and a web-to-?ange area ratio of 2.0.From the results,a maximum reduction of about 13%was noted for a /R =0.167and about 8%for a /R =0.10(h /t w =150),both of which would correspond to extreme curvature,where a is the length of the analytical panel (modeling the distance be-tween transverse stiffeners)and R is the radius of curvature.To apply the parametric results to developing design criteria for practical curved girders,the de?ections and web bending stresses that would occur for girders with a curvature corre-sponding to the initial imperfection out-of-?atness limit of D /120was used.It was noted that,for a panel with an aspect ratio of 1.0,this would correspond to a curvature of a /R =0.067.The values of moment reduction using this approach were compared with those presented by Basler (Basler and Thurlimann 1961;Vincent 1969).Numerical results based on this limit were generated,and the following web-slenderness requirement was derived: 2 D 36,500a a =1?8.6?34 (1) ? ??? t R R F w ?y where D =unsupported distance between ?anges;and F y =yield stress in psi. An extension of this work was published a year later,when Culver et al.(1973)checked the accuracy of the isolated elas-tically supported cylindrical strips by treating the panel as a unit two-way shell rather than as individual strips.The ?ange/web boundaries were modeled as ?xed,and the boundaries at the transverse stiffeners were modeled as ?xed and simple.Longitudinal stiffeners were modeled with moments of inertias as multiples of the AASHO (Standard 1969)values for straight https://www.360docs.net/doc/d315006754.html,ing analytical results obtained for the slenderness required to limit the plate bending stresses in the curved panel to those of a ?at panel with the maximum allowed out-of-?atness (a /R =0.067)and with D /t w =330,the following equa-tion was developed for curved plate girder web slenderness with one longitudinal stiffener: D 46,000a a =1?2.9 ?2.2 (2) ? ? ? t R f R w ?b where the calculated bending stress,f b ,is in psi.It was further concluded that if longitudinal stiffeners are located in both the tension and compression regions,the reduction in D /t w will not be required.For the case of two stiffeners,web bending in both regions is reduced and the web slenderness could be de-signed as a straight girder panel.Eq.(1)is currently used in the ‘‘Load Factor Design’’portion of the Guide Speci?cations ,and (2)is used in the ‘‘Allowable Stress Design’’portion for girders stiffened with one longitudinal stiffener.This work was continued by Mariani et al.(1973),where the optimum trans-verse stiffener rigidity was determined analytically. During almost the same time,Abdel-Sayed (1973)studied the prebuckling and elastic buckling behavior of curved web panels and proposed approximate conservative equations for estimating the critical load under pure normal loading (stress),pure shear,and combined normal and shear loading.The linear theory of shells was used.The panel was simply supported along all four edges with no torsional rigidity of the ?anges provided.The transverse stiffeners were therefore assumed to be rigid in their directions (no strains could be developed along the edges of the panels).The Galerkin method was used to solve the governing differential equations,and minimum eigenvalues of the critical load were calculated and presented for a wide range of loading conditions (bedding,shear,and combined),aspect ratios,and curvatures.For all cases,it was demonstrated that the critical load is higher for curved panels over the comparable ?at panel and increases with an increase in curvature. In 1980,Daniels et al.summarized the Lehigh University ?ve-year experimental research program on the fatigue behav-ior of horizontally curved bridges and concluded that the slen-derness limits suggested by Culver were too severe.Equations for ‘‘Load Factor Design’’and for ‘‘Allowable Stress Design’’were developed (respectively)as D 36,500a =1?4?192(3)? ?t R F w ?y D 23,000a =1?4 ?170 (4) ? ? t R f w ?b The latter equation is currently used in the ‘‘Allowable Stress Design’’portion of the Guide Speci?cations for girders not stiffened longitudinally. Numerous analytical and experimental works on the subject have also been published by Japanese researchers since the end of the CURT project.Mikami and colleagues presented work in Japanese journals (Mikami et al.1980;Mikami and Furunishi 1981)and later in the ASCE Journal of Engineering Mechanics (Mikami and Furunishi 1984)on the nonlinear be-havior of cylindrical web panels under bending and combined bending and shear.They analyzed the cylindrical panels based on Washizu’s (1975)nonlinear theory of shells.The governing nonlinear differential equations were solved numerically by the ?nite-difference method.Simple support boundary condi-tions were assumed along the curved boundaries (top and bot-tom at the ?ange locations)and both simple and ?xed support conditions were used at the straight (vertical)boundaries.The large displacement behavior was demonstrated by Mi-kami and Furunishi for a range of geometric properties.Nu-merical values of the load,de?ection,membrane stress,bend-ing stress,and torsional stress were obtained,but no equations for design use were presented.Signi?cant conclusions include that:(1)the compressive membrane stress in the circumfer-ential direction decreases with an increase in curvature;(2)the panel under combined bending and shear exhibits a lower level of the circumferential membrane stress as compared with the panel under pure bending,and as a result,the bending moment carried by the web panel is reduced;and (3)the plate bending stress under combined bending and shear is larger than that under pure bending.No formulations or recommendations for direct design use were made. Kuranishi and Hiwatashi (1981,1983)used the ?nite-ele-ment method to demonstrate the elastic ?nite displacement be-havior of curved I-girder webs under bending using models with and without ?ange rigidities.Rotation was not allowed (?xed condition)about the vertical axis at the ends of the panel (transverse stiffener locations).Again,the nonlinear distribu-

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