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.
中文参考文献格式 参考文献（即引文出处）的类型以单字母方式标识： M——专著，C——论文集，N——报纸文章，J——期刊文章，D——学位论文，R——报告，S——标准，P——专利；对于不属于上述的文献类型，采用字母“Z”标识。 参考文献一律置于文末。其格式为： （一）专著 示例 [1] 张志建.严复思想研究[M]. 桂林：广西师范大学出版社，1989. [2] 马克思恩格斯全集：第1卷[M]. 北京：人民出版社，1956. [3] [英]蔼理士.性心理学[M]. 潘光旦译注.北京：商务印书馆，1997. （二）论文集 示例 [1] 伍蠡甫.西方文论选[C]. 上海：上海译文出版社，1979. [2] 别林斯基.论俄国中篇小说和果戈里君的中篇小说[A]. 伍蠡甫.西方文论选：下册[C]. 上海：上海译文出版社，1979. 凡引专著的页码，加圆括号置于文中序号之后。 （三）报纸文章 示例 [1] 李大伦.经济全球化的重要性[N]. 光明日报，1998-12-27，（3） （四）期刊文章 示例 [1] 郭英德.元明文学史观散论[J]. 北京师范大学学报（社会科学版），1995（3）. （五）学位论文 示例 [1] 刘伟.汉字不同视觉识别方式的理论和实证研究[D]. 北京：北京师范大学心理系，1998. （六）报告 示例 [1] 白秀水，刘敢，任保平. 西安金融、人才、技术三大要素市场培育与发展研究[R]. 西安：陕西师范大学西北经济发展研究中心，1998. （七）、对论文正文中某一特定内容的进一步解释或补充说明性的注释，置于本页地脚，前面用圈码标识。 参考文献的类型 根据GB3469-83《文献类型与文献载体代码》规定，以单字母标识： M——专著（含古籍中的史、志论著） C——论文集 N——报纸文章 J——期刊文章 D——学位论文 R——研究报告 S——标准 P——专利 A——专著、论文集中的析出文献 Z——其他未说明的文献类型 电子文献类型以双字母作为标识： DB——数据库 CP——计算机程序 EB——电子公告
share with 各位会计、财务专业的同学... （P.S.读英文期刊绝对是体力活...开读前一定要吃好睡好...） 这些是会计学的基础文献，是所有其他文献的参考文献~~~ 经典文献（The 100 articles with the highest citation index-until 1996） 参考：Lawrence D. Brown, 1996, “Influential Accounting Articles, Individuals, Ph. D Granting Institutions and Faculties; A Citational Analysis”, Accounting, Organizations and Society, Vol.21, NO.7/8, P726-728 1. Ball, R. and Brown, P., 1968, “An Empirical Evaluation of Accounting Income Numbers”, journal of Accounting Research, Autumn, pp. 159-178 1. 2.Watts R.L., Zimmerman J., 1978, “Towards a Positive Theory of the Determination of Accounting Standards”, The Ac counting Review, pp. 112-134 2. 3.Healy P.M, 1985, “The Effect of Bonus Schemes on Accounting Decisions”, Journal of Accounting and Economics, April, 85-107 3.Hopwood A. G., “Towards an Organizational Perspective for the Study of Accounting and Information S ystems”, Accounting, Organizations and Society (No. 1, 1978) pp. 3-14 4.Collins, D. W., Kothari, S. P., 1989, “An Analysis of Intertemporal and Cross-Sectional Determinants of Earnings Response Coefficients”, journal of Accounting & Economics, pp. 143-181 5.EastonP.D, Zmijewski M.E, 1989, “Cross-Sectional Variation in the Stock Market Response to Accounting Earnings Announcements”, Journal of Accounting and Economics, 117-141 6.Beaver, W. H., 1968, “The Information Content of Annual Earnings Announcements”, jo urnal of Accounting Research, pp. 67-92 7.Holthausen R.W., Leftwich R.W., 1983, “The Economic Consequences of Accounting Choice: Implications of Costly Contracting and Monitoring”, journal of Accounting & Economics, August, pp77-117 8.Patell J.M, 1976, “Corp orate Forecasts of Earnings Per Share and Stock Price Behavior: Empirical Tests. Journal of Accounting Research, Autumn, 246-276 9.Brown L.D., Griffin P.A., Hagerman R.L., Zmijewski M.E, 1987, “An Evaluation of Alternative Proxies for the Market’s Assessment of Unexpected Earnings”, Journal of Accounting and Economics, 61-87 10.Ou J.A., Penman S.H., 1989, “Financial Statement Analysis and the Prediction of Stock Returns”, Journal of Ac counting and Economics, Nov., 295-329 11.William H. Beaver, Roger Clarke, William F. Wright, 1979, “The Association between Unsystematic Security Returns and the Magnitude of Earnings Forecast Errors,” Journal of Accounting Research, 17, 316-340.
NET-BASED TASK MANAGEMENT SYSTEM Hector Garcia-Molina, Jeffrey D. Ullman, Jennifer Wisdom ABSTRACT In net-based collaborative design environment, design resources become more and more varied and complex. Besides com mon in formatio n man ageme nt systems, desig n resources can be orga ni zed in connection with desig n activities. A set of activities and resources linked by logic relations can form a task. A task has at least one objective and can be broken down into smaller ones. So a design project can be separated in to many subtasks formi ng a hierarchical structure. Task Management System (TMS) is designed to break down these tasks and assig n certa in resources to its task no des. As a result of decompositi on. al1 desig n resources and activities could be man aged via this system. KEY WORDS : Collaborative Design, Task Management System (TMS), Task Decompositi on, In formati on Man ageme nt System 1 Introduction Along with the rapid upgrade of request for adva need desig n methods, more and more desig n tool appeared to support new desig n methods and forms. Desig n in a web en vir onment with multi-part ners being invo Ived requires a more powerful and efficie nt man ageme nt system .Desig n part ners can be located everywhere over the n et with their own organizations. They could be mutually independent experts or teams of tens of employees. This article discussesa task man ageme nt system (TMS) which man ages desig n activities and resources by break ing dow n desig n objectives and re-orga nizing desig n resources in conn ecti on with the activities. Compari ng with com mon information management systems (IMS) like product data management system and docume nt man ageme nt system, TMS can man age the whole desig n process. It has two tiers which make it much more flexible in structure. The lower tier con sists of traditi onal com mon IMSS and the upper one fulfills logic activity management through controlling a tree-like structure, allocating design resources and
外文原文 Study on Human Resource Allocation in Multi-Project Based on the Priority and the Cost of Projects Lin Jingjing , Zhou Guohua SchoolofEconomics and management, Southwest Jiao tong University ,610031 ,China Abstract----This paper put forward the affecting factors of project’s priority. which is introduced into a multi-objective optimization model for human resource allocation in multi-project environment . The objectives of the model were the minimum cost loss due to the delay of the time limit of the projects and the minimum delay of the project with the highest priority .Then a Genetic Algorithm to solve the model was introduced. Finally, a numerical example was used to testify the feasibility of the model and the algorithm. Index Terms—Genetic Algorithm, Human Resource Allocation, Multi-project’s project’s priority . 1.INTRODUCTION More and more enterprises are facing the challenge of multi-project management, which has been the focus among researches on project management. In multi-project environment ,the share are competition of resources such as capital , time and human resources often occur .Therefore , it’s critical to schedule projects in order to satisfy the different resource demands and to shorten the projects’duration time with resources constrained ,as in [1].For many enterprises ,the human resources are the most precious asset .So enterprises should reasonably and effectively allocate each resource , especially the human resource ,in order to shorten the time and cost of projects and to increase the benefits .Some literatures have
毕业设计说明书 英文文献及中文翻译 学院：专 2011年6月 电子与计算机科学技术软件工程
https://www.doczj.com/doc/269088463.html, Overview https://www.doczj.com/doc/269088463.html, is a unified Web development model that includes the services necessary for you to build enterprise-class Web applications with a minimum of https://www.doczj.com/doc/269088463.html, is part of https://www.doczj.com/doc/269088463.html, Framework,and when coding https://www.doczj.com/doc/269088463.html, applications you have access to classes in https://www.doczj.com/doc/269088463.html, Framework.You can code your applications in any language compatible with the common language runtime(CLR), including Microsoft Visual Basic and C#.These languages enable you to develop https://www.doczj.com/doc/269088463.html, applications that benefit from the common language runtime,type safety, inheritance,and so on. If you want to try https://www.doczj.com/doc/269088463.html,,you can install Visual Web Developer Express using the Microsoft Web Platform Installer,which is a free tool that makes it simple to download,install,and service components of the Microsoft Web Platform.These components include Visual Web Developer Express,Internet Information Services (IIS),SQL Server Express,and https://www.doczj.com/doc/269088463.html, Framework.All of these are tools that you use to create https://www.doczj.com/doc/269088463.html, Web applications.You can also use the Microsoft Web Platform Installer to install open-source https://www.doczj.com/doc/269088463.html, and PHP Web applications. Visual Web Developer Visual Web Developer is a full-featured development environment for creating https://www.doczj.com/doc/269088463.html, Web applications.Visual Web Developer provides an ideal environment in which to build Web sites and then publish them to a hosting https://www.doczj.com/doc/269088463.html,ing the development tools in Visual Web Developer,you can develop https://www.doczj.com/doc/269088463.html, Web pages on your own computer.Visual Web Developer includes a local Web server that provides all the features you need to test and debug https://www.doczj.com/doc/269088463.html, Web pages,without requiring Internet Information Services(IIS)to be installed. Visual Web Developer provides an ideal environment in which to build Web sites and then publish them to a hosting https://www.doczj.com/doc/269088463.html,ing the development tools in Visual Web Developer,you can develop https://www.doczj.com/doc/269088463.html, Web pages on your own computer.
Commercial Buildings Abstract: A guide and general reference on electrical design for commercial buildings is provided. It covers load characteristics; voltage considerations; power sources and distribution apparatus; controllers; services, vaults, and electrical equipment rooms; wiring systems; systems protection and coordination; lighting; electric space conditioning; transportation; communication systems planning; facility automation; expansion, modernization, and rehabilitation; special requirements by occupancy; and electrical energy management. Although directed to the power oriented engineer with limited commercial building experience, it can be an aid to all engineers responsible for the electrical design of commercial buildings. This recommended practice is not intended to be a complete handbook; however, it can direct the engineer to texts, periodicals, and references for commercial buildings and act as a guide through the myriad of codes, standards, and practices published by the IEEE, other professional associations, and governmental bodies. Keywords: Commercial buildings, electric power systems, load characteristics 1. Introduction 1.1 Scope This recommended practice will probably be of greatest value to the power oriented engineer with limited commercial building experience. It can also be an aid to all engineers responsible for the electrical design of commercial buildings. However, it is not intended as a replacement for the many excellent engineering texts and handbooks commonly in use, nor is it detailed enough to be a design manual. It should be considered a guide and general reference on electrical design for commercial buildings. 1.2 Commercial Buildings The term “commercial, residential, and institutional buildings”as used in this chapter, encompasses all buildings other than industrial buildings and private dwellings. It includes office and apartment buildings, hotels, schools, and churches, marine, air, railway, and bus terminals, department stores, retail shops, governmental buildings, hospitals, nursing homes, mental and correctional institutions, theaters, sports arenas, and other buildings serving the public directly. Buildings, or parts of buildings, within industrial complexes, which are used as offices or medical facilities or for similar nonindustrial purposes, fall within the scope of this recommended practice. Today’s commercial buildings, because of their increasing size and complexity, have become more and more dependent upon adequate and reliable electric systems. One can better understand the complex nature of modern commercial buildings by examining the systems, equipment, and facilities listed in 1.2.1. 1.2.2 Electrical Design Elements In spite of the wide variety of commercial, residential, and institutional buildings, some electrical design elements are common to all. These elements, listed below, will be discussed generally in this section and in detail in the remaining sections of this recommended practice. The principal design elements considered in the design of the power, lighting, and auxiliary systems include: 1) Magnitudes, quality, characteristics, demand, and coincidence or diversity of loads and load factors 2) Service, distribution, and utilization voltages and voltage regulation 3) Flexibility and provisions for expansion
关于毕业设计说明书（论文）英文文献及中文翻译撰写格式 为提高我校毕业生毕业设计说明书（毕业论文）的撰写质量，做到毕业设计说明书（毕业论文）在内容和格式上的统一和规范，特规定如下: 一、装订顺序 论文（设计说明书）英文文献及中文翻译内容一般应由3个部分组成，严格按以下顺序装订。 1、封面 2、中文翻译 3、英文文献（原文） 二、书写格式要求 1、毕业设计（论文）英文文献及中文翻译分毕业设计说明书英文文献及中文翻译和毕业论文英文文献及中文翻译两种，所有出现相关字样之处请根据具体情况选择“毕业设计说明书” 或“毕业论文”字样。 2、毕业设计说明书（毕业论文）英文文献及中文翻译中的中文翻译用Word 软件编辑，英文文献用原文，一律打印在A4幅面白纸上，单面打印。 3、毕业设计说明书（毕业论文）英文文献及中文翻译的上边距:30mm；下边距:25mm；左边距:3Omm；右边距:2Omm；行间距1.5倍行距。 4、中文翻译页眉的文字为“中北大学2019届毕业设计说明书” 或“中北大学××××届毕业论文”，用小四号黑体字，页眉线的上边距为25mm；页脚的下边距为18mm。 5、中文翻译正文用小四号宋体，每章的大标题用小三号黑体，加粗，留出上下间距为：段前0.5行，段后0.5行；二级标题用小四号黑体，加粗；其余小标题用小四号黑体，不加粗。 6、文中的图、表、附注、公式一律采用阿拉伯数字分章编号。如图1.2，表2.3，附注3.2或式4.3。 7、图表应认真设计和绘制,不得徒手勾画。表格与插图中的文字一律用5号宋体。
每一插图和表格应有明确简短的图表名，图名置于图之下，表名置于表之上，图表号与图表名之间空一格。插图和表格应安排在正文中第一次提及该图表的文字的下方。当插图或表格不能安排在该页时，应安排在该页的下一页。 图表居中放置，表尽量采用三线表。每个表应尽量放在一页内，如有困难，要加“续表X.X”字样，并有标题栏。 图、表中若有附注时，附注各项的序号一律用阿拉伯数字加圆括号顺序排，如:注①。附注写在图、表的下方。 文中公式的编号用圆括号括起写在右边行末顶格，其间不加虚线。 8、文中所用的物理量和单位及符号一律采用国家标准，可参见国家标准《量和单位》(GB3100~3102-93)。 9、文中章节编号可参照《中华人民共和国国家标准文献著录总则》。
经典文献（The 100 articles with the highest citation index-until 1996） 以下所有文献按照：Lawrence D. Brown, 1996, “Influential Accounting Articles, Individuals, Ph. D Granting Institutions and Faculties; A Citational Analysis”, Accounting, Organizations and Society, V ol.21, NO.7/8, P726-728提供的资料 1.Ball, R. and Brown, P., 1968, “An Empirical Evaluation of Accounting Income Numbers”, journal of Accounting Research, Autumn, pp. 159-178 2.Watts R.L., Zimmerman J., 1978, “Towards a Positive Theory of the Dete rmination of Accounting Standards”, The Accounting Review, pp. 112-134 3.Healy P.M, 1985, “The Effect of Bonus Schemes on Accounting Decisions”, Journal of Accounting and Economics, April, 85-107 4.Hopwood A. G., “Towards an Organizational Pe rspective for the Study of Accounting and Information Systems”, Accounting, Organizations and Society (No. 1, 1978) pp. 3-14 5.Collins, D. W., Kothari, S. P., 1989, “An Analysis of Intertemporal and Cross-Sectional Determinants of Earnings Response Coefficients”, journal of Accounting & Economics, pp. 143-181 6.Easton P.D, Zmijewski M.E, 1989, “Cross-Sectional Variation in the Stock Market Response to Accounting Earnings Announcements”, Journal of Accounting and Economics, 117-141 7.Bea ver, W. H., 1968, “The Information Content of Annual Earnings Announcements”, journal of Accounting Research, pp. 67-92 8.Holthausen R.W., Leftwich R.W., 1983, “The Economic Consequences of Accounting Choice: Implications of Costly Contracting and Monitoring”, journal of Accounting & Economics, August, pp77-117 9.Patell J.M, 1976, “Corporate Forecasts of Earnings Per Share and Stock Price Behavior: Empirical Tests. Journal of Accounting Research, Autumn, 246-276 10.Brown L.D., Griffin P.A., Hagerman R.L., Zmijewski M.E, 1987, “An Evaluation of Alternative Proxies for the Market’s Assessment of Unexpected Earnings”, Journal of Accounting and Economics, 61-87 11.Ou J.A., Penman S.H., 1989, “Financial Statement Analysis and the Prediction o f Stock Returns”, Journal of Accounting and Economics, Nov., 295-329 12.William H. Beaver, Roger Clarke, William F. Wright, 1979, “The Association between Unsystematic Security Returns and the Magnitude of Earnings Forecast Errors,” Journal of Accounting Research, 17, 316-340. 13.Burchell S., Clubb C., Hopwood, A., Hughes J., Nahapiet J., 1980, “The Roles of Accounting in Organizations and Society”, Accounting, Organizations and Society, No.1, pp. 5-28
PA VEMENT PROBLEMS CAUSED BY COLLAPSIBLE SUBGRADES By Sandra L. Houston,1 Associate Member, ASCE (Reviewed by the Highway Division) ABSTRACT: Problem subgrade materials consisting of collapsible soils are com- mon in arid environments, which have climatic conditions and depositional and weathering processes favorable to their formation. Included herein is a discussion of predictive techniques that use commonly available laboratory equipment and testing methods for obtaining reliable estimates of the volume change for these problem soils. A method for predicting relevant stresses and corresponding collapse strains for typical pavement subgrades is presented. Relatively simple methods of evaluating potential volume change, based on results of familiar laboratory tests, are used. INTRODUCTION When a soil is given free access to water, it may decrease in volume, increase in volume, or do nothing. A soil that increases in volume is called a swelling or expansive soil, and a soil that decreases in volume is called a collapsible soil. The amount of volume change that occurs depends on the soil type and structure, the initial soil density, the imposed stress state, and the degree and extent of wetting. Subgrade materials comprised of soils that change volume upon wetting have caused distress to highways since the be- ginning of the professional practice and have cost many millions of dollars in roadway repairs. The prediction of the volume changes that may occur in the field is the first step in making an economic decision for dealing with these problem subgrade materials. Each project will have different design considerations, economic con- straints, and risk factors that will have to be taken into account. However, with a reliable method for making volume change predictions, the best design relative to the subgrade soils becomes a matter of economic comparison, and a much more rational design approach may be made. For example, typical techniques for dealing with expansive clays include: (1) In situ treatments with substances such as lime, cement, or fly-ash; (2) seepage barriers and/ or drainage systems; or (3) a computing of the serviceability loss and a mod- ification of the design to "accept" the anticipated expansion. In order to make the most economical decision, the amount of volume change (especially non- uniform volume change) must be accurately estimated, and the degree of road roughness evaluated from these data. Similarly, alternative design techniques are available for any roadway problem. The emphasis here will be placed on presenting economical and simple methods for: (1) Determining whether the subgrade materials are collapsible; and (2) estimating the amount of volume change that is likely to occur in the 'Asst. Prof., Ctr. for Advanced Res. in Transp., Arizona State Univ., Tempe, AZ 85287. Note. Discussion open until April 1, 1989. To extend the closing date one month,