英文 参考文献
国外英文图书参考文献规范

国外英文图书参考文献规范国外英文论文参考文献规范(国外英文论文参考文献格式)国外英文参考文献规范(国外英文参考文献格式)在处理英文参考文献时应尽量参考英语原版书的常用格式,以符合英语惯用法,使自己写的英语看起来像英美人写的英语。
下面是一些从英文原版书中摘出的例子。
例(1)—(7)选自英国Edinburgh University Press出版的Modern North American Criticism and Theory: A Critical Guide。
(1) Austin, J. L. How to do Things with Words. New York, 1962.(2) Bennett,A.(ed.)Readers and Reading. London, 1995.(3) —.Readings and Feelings.Urbana, IL, 1975.(4) —.Literature and Self-Awareness. New York, 1977.(5) Cook, P. and Bernink, M. (eds) The Cinema Book. London, 1999.(6) Derrida, J. Memoires: For Paul de Man, trans. Cecile Lindsay et al. New York, 1986.(7) Holland, N.‘Unity Identity Text Self’, in Reader-Response Criticism, ed. J.P. Tompkins. Baltimore, MD,1980.例(8)—(12)选自美国The Johns Hopkins University Press 出版的In Defense of American Higher Education。
(8) American Association of University Professors. 1966. Statement on government of colleges and universities. AAUP Bulletin 52, no. 4:375-79.(9) Barr, R., and J. Tagg. 1995. From teaching to learning: A new paradigm for undergraduate education. Change 27(November-December):12-25.(10) Benjamin, R. et al. 1993. The redesign of governance in higher education. Santa Monica, Calif.:RAND.(11) LaPidus, J. B. 1995. Doctoral education and studentcareer needs. In Student services for the changing graduate student population, edited by A.S. Pruitt-Logan and P. Isaac. San Francisco: Jossey-Bass.(12) ——.1997. Why pursuing a Ph.D. is a risky business. Chronicle of Higher Education, 14 November, A60.例(13)—(16)选自英国Sage Publications出版的Interviewing for Social Scientists。
英语论文参考文献精选3篇

英语论文参考文献精选3篇英语论文参考文献精选1篇英文及其它语种的文献在前,中文文献在后,参照以下标准执行。
期刊论文Bolinger, D. 1965. The atomization of word meaning [J]. Language 41 (4): 555-573.朱永生,2006,名词化、动词化与语法隐喻[J],《外语教学与研究》(2):83-90。
论文集论文Bybee, J. 1994. The grammaticization of zero: Asymmetries in tense and aspect systems [A]. In W. Pagliuca (ed.). Perspectives on Grammaticalization [C]. Amsterdam: John Benjamins. 235-254.文秋芳,2003a,英语学习者动机、观念、策略的变化规律与特点 [A]。
载文秋芳、王立非(编),《英语学习策略实证研究》[C]。
西安:陕西师范大学出版社。
255-259。
网上文献Jiang, Yan. 2000. The Tao of verbal communication: An Elementary textbook on pragmatics and discourse analysis [OL]. (accessed 30/04/2006).王岳川,2004,当代传媒中的网络文化与电视批评[OL], (2005年11月18日读取)。
专著Bloomfield, L. 1933. Language [M]. New York: Holt.吕叔湘、朱德熙,1952,《语法修辞讲话》[M]。
北京:中国青年出版社。
译著Nedjalkov, V. P. (ed.). 1983/1988. Typology of Resultative Constructions, trans. Bernard Comrie [C]. Amsterdam: John Benjamins.赵元任,1968/1980,《中国话的文法》(A Grammar of Spoken Chinese)[M],丁邦新译。
英文引用文献格式

英文参考文献引用格式有两种:APA格式和MLA格式。
1、APA格式:APA(American Psychological Association)是一种标明参考来源的格式,主要使用在社会科学领域及其他学术准则中,国内很多期刊也是采用的APA格式。
APA文内注的参考文献格式是:“(作者姓氏,发表年份)”。
APA文末的参考文献目录格式是:Reference List, 必须以姓(Family name)的字母顺序来排列,基本结构为:期刊类:【作者】【发表年份】【文章名】【期刊名】【卷号/期数:起止页码】Smith,J.(2006).The title of the article.The title of Journal,1,101-105。
非期刊类:【作者】【发表年份】【书籍名】【出版地:出版社】Sussan.G.(2002).What computers can't do.New York:Harp&Row。
2、MLA格式:MLA是美国现代语言协会(Modern Language Association)制定的论文指导格式,多用于人文学科(Liberal Arts)。
MLA文内注的基本格式:“(作者姓氏,文献页码)”。
MLA文末的参考文献目录格式:在MLA格式中称为Works Cited,同样是以姓(Family name)的字母顺序来排列,基本结构为:期刊类:【作者】【“文章名”】【期刊名】【卷号或期数】【发表年份】起止页码】Nwezeh,C.E.“The Comparative Approachto Modern African Literature.”Year book of General and Comparative Literature28(1979):22。
非期刊类:【作者】【书籍名】【出版地:出版社】【发表年份】Winfield,Richard w in Civil Society.Madison:U of Wisconsin P,1995。
2024年英文论文参考文献

2024年英文论文参考文献
英文论文参考文献 1
[1] J.F.Di Marzio.Android A Progammer's Guide.New York Mc-Graw-Hill,2008:105-111P
[2] Thompson T.The Android Mobile Phone Platform.The World of SoftwareDevelopment,2008,33(9):40-47P
[22]Corbett, C., Blackburn, J. and van Wassenhove, L. (1999), “Partnerships to improve supply chains”, MIT Sloan Management Review, Vol. 40 No. 4, pp. 71-82.
[24]Croom, S., Romano, P. and Giannakis, M. (2000), “Supply chain management: an analyticalframework for critical literature review”, European Journal of Purchasing Supply Management, Vol. 6, pp. 67-83.
英语参考文献格式(英文版)

•
•
*、作者编者不详的书籍
• • 格式:
书名 (□□版.). (出版年). 出版城市, 州别简称:
出版者.
• •
范例:
Merriam-Webster’s collegiate dictionary (10th ed.). (1993)
Springfield, MA:
Merriam Webster.
Beyond redlining: Editing software that works. Poster session
七、电子网路资料
(一)电子期刊: 1. 电子版与纸本版并行之期刊:应注明电子版或 Electronic version 及页码 • 格式: • 作者(出版年)。文章名称﹝电子版﹞。期刊名 称,卷,页码。 • 范例: • 金成隆(2002)。生产科技对财务报表质量影响 之研究﹝电子版﹞。企业管理学报,54, 33-51。 • VandenBos, G., Knapp, S., & Doe, J. (2001). Role of reference elements in the selection of resources by psychology undergraduates [Electronic version]. Journal of Bibliographic Research, 5, 117-123.
• After the author(s) comes the year of publication, in parentheses and followed by a period. • Capitalize only the first letter of the first word of a title and subtitle (if any), and any proper names within a title. • The first line of the entry is flush left; hanging indents are applied starting with the second line of each reference with about 4 spaces indented. • APA 格式不采用文献编号的方式排列,
英文引用及参考文献格式要求

英文引用及参考文献格式要求一、参考文献的类型参考文献即引文出处的类型以单字母方式标识,具体如下:M——专着C——论文集N——报纸文章J——期刊文章D——学位论文R——报告对于不属于上述的文献类型,采用字母“Z”标识;对于英文参考文献,还应注意以下两点:①作者姓名采用“姓在前名在后”原则,具体格式是:姓,名字的首字母.如:MalcolmRichardCowley应为:Cowley,M.R.,如果有两位作者,第一位作者方式不变,&之后第二位作者名字的首字母放在前面,姓放在后面,如:FrankNorris与IrvingGordon应为:Norris,F.&I.Gordon.;②书名、报刊名使用斜体字,如:MasteringEnglishLiterature,EnglishWeekly;二、参考文献的格式及举例1.期刊类格式序号作者.篇名J.刊名,出版年份,卷号期号:起止页码.举例1王海粟.浅议会计信息披露模式J.财政研究,2004,211:56-58.2夏鲁惠.高等学校毕业论文教学情况调研报告J.高等理科教育,20041:46-52.3Heider,E.R2.专着类格式序号作者.书名M.出版地:出版社,出版年份:起止页码.举例4葛家澍,林志军.现代西方财务会计理论M.厦门:厦门大学出版社,2001:42.5Gill,R.MasteringEnglishLiteratureM.London:Macmillan,1985:42-45.3.报纸类格式序号作者.篇名N.报纸名,出版日期版次.举例6李大伦.经济全球化的重要性N.光明日报,1998-12-273.7French,W.BetweenSilences:AVoicefromChinaN.AtlanticWeekly,19871533.4.论文集格式序号作者.篇名C.出版地:出版者,出版年份:起始页码.举例8伍蠡甫.西方文论选C.上海:上海译文出版社,1979:12-17.9Spivak,G.“CantheSubalternSpeak”A.InC.Nelson&L.Grossbergeds..Vi ctoryinLimbo:ImigismC.Urbana:UniversityofIllinoisPress,1988,pp.271-31 3.。
英文参考文献

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London¡G Routledge.11.Coombes, M. & Wong, C. ,1994, Methodological Steps in the Development ofMultivariate Index for Urban Regional Policy Analysis, Environment andPlanning A, 26.12.Deas, I. & Giordano, B., 2001,Urban Competitiveness in major English Cities,Environment and Planning A., 33,pp.1411-1429.13.Debbage, K. & Rees, J. ,1991, Company Perceptions of Comparativeadvantage by Region, Regional Studies, 25, pp.199-206.14.Dimond , D.& Spence’s, N. A. ,1989, Infrastructure and Industrial Cost inBritish Industry. Londo¡G HMSO.15.El-Agraa, A. M., 1997, UK COMPETITIVENESS POLICY vs. JAPANESEINDUSTRIAL POLICY, The Economic Journal, 107, pp.1504-1517.16.European Commission ,1994, Competitiveness and Cohesion¡G Trends in theRegions .Fifth Periodic Report on the Social and Economic Situation andDevelopment of the Regions in the Community .Luxembourg¡G Office ofOfficial Publications of the European Commission.17.Freeman et al. , 1982, Unemployment and Technical Innovation , A Study of aLong Waves and Economic Development. France Printer, London.18.Freeman, C. & Parez, C., 1988, Structural crisis of ad justment , businesscycles and investment behavior, Technical Change and Economic Theory ,pp.38-66.19.Frenke, A., 2000, Can Regional Policy Affect Firms, Innovation Potential inLagging Regions, Regional Science, 34,pp.315-341.20.Hall, P. et al., 1987, Western Sunrise¡G The Genesis and Growth of Britain’sMajor High Tech Corridor. Hemel Hempstead¡G Allan and Unwin.21.Hatfield, L., 2002, Performance Effect of Alternative Joint Venture ResourceResponsibility Structures , Journal of Business Venturing ,17, pp.343-364. 22.Herrschel, T., 1995, Local Policy Restructuring¡G A Comparative Assessment ofPolicy Responses in England and Germany, Area, 27, pp.228-241.23.HM. Government, 1993, Competitiveness Helping Business to Win. London¡GHMSO.24.Howells, J. & Green, A. ,1988, Technological Innovations, Structural Changeand Location in UK Services. Aldershot¡G Avebury.25.IMD., 2002, The World Competitiveness Yearbook.26.James, S., 2002, Knowledge Spillovers and Reasons for the Concentration ofInnovation SMEs. , Urban Studies, 39¡q5-6¡r,pp.885-902.27.John, R.B.,1997,Small and Medium-sized Enterprises , Business Link andNew Knowledge Workers, Policy Studies, 18¡]1¡^,pp.67-80.28.Kerlinger, F. N., 1986, Foundations of Behavioral Research, Harcourt BraceJovanovich Publishing, 1986.29.Kresl, K. P. & Singh, B., 1999, Competitiveness and Urban Economy, UrbanStudies ,36¡]5-6¡^,pp.791-793.30.Krugman, P., 1991a, Increasing Returns and Economic Geography , Journal ofPolitical Economy, 99, pp.483-499.31.Krugman, P., 1991b, The Geography of Trade. Cambridge, Ma¡G MIT Press.ll, S.,2001, Competitiveness Indices and Developing Countries ¡G AnEconomic Evaluation of the Global Competitiveness Report”, WorldDevelopment, 29¡q9¡r, pp.1501-1525.33.Malecki, E. J., 2002 ,Hard and Soft Networks for Urban Competitiveness,Urban Studies,39¡]5-6¡^,pp.929-945.34.Marshall, J. N. & Alderman, N. & Thwaites, A.T. ,1992,Civil ServicesRelocation and the English Regions , Regional Studies ,25, pp.499-510.35.Massey, D. ,1995, The Spatial Division of Labor¡G Social Structures andGeography of Production. London¡G Macmillan.36.Nijkamp, P. ,1986, Infrastructure and regional development¡G amultidimensional policy analysis , Empirical Economics , 11 , pp.1-21.anization for Economic Cooperation and Development , OECD .,1997,TheOECD List of Social Indicators¡A The OECD Social Indicator DevelopmentProgram , 538.Oughton, C., COMPETITIVENESS POLICY IN THE 1990s , The EconomicJournal, 107,pp.1486-1503.39.Porter, M.E.,2000,Location, Competition, and Economic Development:Local Cluster in a Global Economy, Economic DevelopmentQuarterly,14,pp.15-34.40.Pyke, F. & Sengenberger, W., 1992, Industrial District and Local EconomicRegeration. Geneva¡G International Institute for Labor Studies.41.Rapkin, D. & Strand, D., 1995, Competitiveness¡G useful concept , politicalslogan or dangerous obsession, in National Competitiveness in a GlobalEconomy Eds. D. Rapkin, W. Avery¡qLynne Rienner, London¡r,pp.1-30. 42.Schumpeter, J. A. ,1934, The Theory of Economic Development ,trans. by R.Opie. Cambridge , Ma¡G Harvard Universuty Press.43.Steiner ,1990, ‘Good’ and ‘Bad’ Regions¡H Criteria to Evaluate RegionalPerformance in face of an enforced internationlisation on the Europeaneconomy, Build Environment, 16(1), pp.52-68.44.Sylwester, S.,2001 ,R&D and Economic Growth, Knowledge, Technology, &Policy, 13¡q4¡r,pp.71-84.45.Tainer E.M., 1998,”Using Economic Indicators to Improve InvestmentAnalysis”.46.Taylor , J. ,1993, An Analysis of the Factors Determining the Geographicaldistribution of Japanese manufacturing Investment in the UK 1984-1991,Urban Studies , 30, pp.1209-1224.47.Townroe, P. ,1976, Planning Industrial Location . London¡G Leonard Hill Books.48.Wong, C., 2002,“Developing Indicators to Inform Local EconomicDevelopment in England”, Urban Studies , 39¡]10¡^, pp.1833-1863.49.World Economic Forum¡]WEF¡^,2002, Global Competitiveness Report50.¤ý½r·O¡A2001¡A³Ð·sªºªÅ¶¡¡Ð¥ø·~¶°¸s»P°Ï°ìµo®i¡C51. ¥@¬ÉÄvª§¤O¦~³ø¡A2000¡A·ç¤h¬¥®á°ê»ÚºÞ²z¾Ç°|IMD¡C52. ¥ª®m¼w¡B¤×±Ó§g¡A2001¡A°ê®a¬ì§ÞÄvª§¤O«ü¼Ð¤§¬ã¨s¡A¥xÆW¸gÀÙ¬ã¨s°|¡C53. ¦¶¶³ÄP¡AªL¬ü¸©¡A2001¡A±q WEF¥þ²yÄvª§¤O³ø§i¬Ý¥xÆW¤§Ävª§¤O¡C54. ¬IÂE§Ó¡A2000¡A¦a°ÏÄvª§¤O«ü¼ÐÅé¨t«Øºc¤§¬ã¨s¡A¦æ¬F°|°ê®a¬ì¾Ç©e-û·|55. §dÀٵءA1994¡A¥_°ª¨â¥«ª§¿ì¨È¹B¨Æ«áªº¬Ù«ä¡X´Á«Ý³£¥««Ø¥ß¨}µ½ªºÄvª§¾÷¨î¡A°ê®a¬Fµ¦Âù¤ë¥Z¡A²Ä88´Á¡A-¶14-15¡C56. ©P¤å½å¡A1997¡A¦hÅܶq²Î-p¤ÀªR¡C57. ©ó¥®µØ¡B±i¯q¸Û¡A2000¡A¥ÃÄòµo®i«ü¼Ð¡A°ê¥ß¥xÆW¤j¾ÇÀô¹Ò¤uµ{¾Ç¬ã¨s©Ò¡C58. §Å-Z¿K¡A2002¡A°Ï°ì³Ð·s¨t²ÎÆ[ÂI¤U¤¤¥xÆWºë±K¾÷±ñ²£·~³Ð·s¤§¬ã¨s¡AªF®ü¤j¾Ç¤u·~¤uµ{¾Ç¨tºÓ¤h½×¤å¡C59. ©ÐµL¬È¡B¤ý¨qªv¡A2001¡A²£·~Ävª§¤O½×¡A¤W®ü¸gÀÙ¡A-¶27-31¡C60. ªL¨Î¾ì¡A2002¡A¨|¦¨¤¤¤ß¼vÅT¼t°Ó³Ð·s¬¡°Ê¦¨®Ä¤§¬ã¨s¡A¥xÆW¤j¾Ç«Ø¿v»P«°¶m¬ã¨s©ÒºÓ¤h½×¤å¡C61. «J§B·ì¡A2001¡A³£¥«¸gÀçºÞ²zÁZ®Äµû¶q¨t²Î¤§¬ã¨s¡A°ê¥ß¦¨¥\¤j¾Ç³£¥«-p¹º¾Ç¨tºÓ¤h½×¤å62. ®}¼zªâ¡A1999¡A¥HÆp¥Û¼Ò¦¡«Ø¥ß°ê»Ú´ä¤fÄvª§¤Oµû¦ô·Ç«h¤§¬ã¨s¡A¥æ³q¤j¾Ç¹B¿é»PºÞ²z¾Ç¨tºÓ¤h½×¤å¡C63. ³¯°¶§Ó¡A1994¡A¥i¤Î©Ê»P°Ï°ìµo®i¢w¥H¥xÆW¦a°Ï¦è³¡¹B¿é¨«´Y¬°¨Ò¡A¤¤¿³¤j¾Ç³£¥«-pµe¬ã¨s©ÒºÓ¤h½×¤å¡C64. ³¯¥¿¨k¡BÃÓ¤j¯Â¡A1998¡A°ê®aÄvª§¤O¡B²£·~Ävª§¤O»P¼t°ÓÁZ®Ä-¨Ì¾Ú¥@¬ÉÄvª§¤O³ø¾É»P PorterÆp¥Û¼Ò¦¡¬°°ò¦¤§¹êÃÒ¬ã¨s¡A¥ø·~ºÞ²z¾Ç³ø¡A43´Á¡A -¶73-106¡C65. ³¯«a¦ì¡A2001¡A«°¥«Ävª§Àu¶Õµû¶q¨t²Î¤§¬ã¨s¡A°ê¥ß¦¨¥\¤j¾Ç¼Æ-p¹º¬ã¨s©Ò³Õ¤h½×¤å¡C66. ³¯¾åÁn¡A2001¡A²£·~Ävª§¤Oªº´ú«×»Pµû¦ô¡A¤W®ü¸gÀÙ¡A-¶45-47¡C67. ³¯Äפå¡A2000¡A¥xÆW¦a°Ï°]¬F¤£§¡»P°Ï°ìµo®i¤§¬ã¨s¡A¥x¥_¤j¾Ç°]¬F¾Ç¨tºÓ¤h¯ZºÓ¤h¾Ç¦ì½×¤å¡C68. ±i¥@¾±¡A2002¡A¦a²z¸s»E¤º¼t°Ó¤§ºôµ¸Ãö«Y¹ï¨äÄvª§¤O¼vÅT¤§¬ã¨s¡Ð·s¦Ë¬ì¾Ç¶é°Ï¤§¹êÃÒ¡A´Â¶§¬ì§Þ¤j¾Ç¥ø·~ºÞ²z¨tºÓ¤h½×¤å¡C³\®Ñ»Ê¡A2000¡A²£·~°ê»ÚÄvª§¤O¤§µo®i¤Î¼vÅT¦]¯À¤ÀªR¡X°ê®aÄvª§¤OÆ[ÂI¡A°ê¥ß¥xÆW¤j¾Ç°Ó¾Ç¬ã¨s©Ò³Õ¤h¾Ç¦ì½×¤å¡C70. ¶À¤åÄå¡A2000¡A³£¥«Ävª§¤O»P»s³y·~¥Í²£¤OÃö«Y¤§¬ã¨s¡A°ê¥ß¬Fªv¤j¾Ç¦a¬F¾Ç¨tºÓ¤h¯ZºÓ¤h¾Ç¦ì½×¤å¡C71. ¶V¾¤©ú¡B§N?©ú¡A2002¡A«°¥«³Ð·s¨t²Î¡C72. ¸â¼wªQ¡A1997¡A¸gÀÙ²Î-p«ü¼Ð--Ý-z¬F©²²Î-p¹ê°È¡AµØ®õ¤å¤Æ¨Æ·~¦³--¤½¥q¡C73. ·¨¬FÀs¡A2001¡A§Þ³N³]¬IªÅ¶¡¤À§G¹ï³Ð·s¦¨®Ä¼vÅT¤§¬ã¨s¡Ð¥H¥xÆW»s³y·~¬°¨Ò¡A¥x¥_¤j¾Ç³£¥«-pµe¬ã¨s©ÒºÓ¤h½×¤å¡C74. ¾H´]¤å¡A2001¡A¥xÆW¦a°Ï¦a¤èÄvª§¤Oµû¦ô«ü¼Ð«Øºc¤§¬ã¨s¡A»²¤¯¤j¾ÇÀ³¥Î²Î-p¾Ç¬ã¨s©ÒºÓ¤h½×¤å¡C75. 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毕业论文英文参考文献

毕业论文英文参考文献论文的参考文献是在英语专业论文写作过程中,对某一著作或论文的整体的参考或借鉴。
征引过的文献在注释中已注明,不再出现于文后参考文献中。
下面是店铺带来的关于毕业论文英文参考文献的内容,欢迎阅读参考!毕业论文英文参考文献(一)[1]徐安律.原住民小说《圆屋》获美国国家图书奖[N].中华读书报,2012(004).[2]Coulombe,JosephL.ReadingNativeAmericanLiterature[M\. NewYork:Routledge,2011.[3]Erdrich,Louise.TheRoundHouse\M\.NewYork:HarperCollin sPublishers,2012.[J].作家,2013(12):1.[4]杨恒.弱者的失语法律的缺位--评美国国家图书奖获奖作品《圆屋》[J].博览群书,2013(6):84-88.[5]Said,Edward.CultureandImprerialism[M].NewYork:Vintage Books,1994.[6]Erdrich,Louise.LoveMedicine[M],NewYork:HarperPerennia l,1993.[7]罗世平.凝视:后殖民主义文学折射[J].国外文学,2006(4):122.[8]任一鸣.《后殖民:批评理论与文学》[M].北京:外语教学与研究出版社,2008.[9]Halliday,Lisa.LouiseErdrich[J].ParisReview,2010(52):133-137.[10]温语晴.书写印第安文化的温暖和困境一美国当代作家路易丝·厄德里克和她的作品.[11]陈榕.《凝视》[A].《西方文论关键词》[C].ed.赵一凡.北京:外语教学与研究出版社,2011.[12]Russo,Maria.Disturbing the spirits[i]. New York TimesBook Review, 2012(10): 9[13]Said, Edward. Culture and Imprerialism[M]. New York: Vintage Books,1994.[14]Fanon,Frantz. The Wretched of the Earth[M]. New York: Grove Press,1968.[15]徐安律.原住民小说《圆屋》获美国国家图书奖[N].中华读书报,2012(004).毕业论文英文参考文献(二)[1] 陈鹏.高速公路服务区及收费站建筑节能研究[D].中南大学,2007[2] 清华大学建筑节能研究中心.中国建筑节能年度发展研究报告[M]2014.北京:中国建筑工业出版社,2014:39[3] 李慧玲.绿色建筑理念下的高速公路服务区建筑设计研究[D].西安:长安大学,2011[4] 公通字[2009]46 号.民用建筑外保温系统及外墙装饰防火暂行规定[S].新乡市建筑工程质量监督站印发.2009[5] 汤旭东.建筑工程中的现浇聚苯复合材料屋面保温技术[J].江西建材,2014,(11):45[6] 杨欣霖.高速公路服务区绿色建筑技术体系研究[D].西安:长安大学,2011[7] 欧志华,郭俊明.浅谈我国建筑节能50%设计标准的含义[J].建筑节能,2007,35(12):60-62[8] 邹惠芬,王国业,郭立杰等.严寒地区窗户热工性能对建筑能耗的影响分析[J].沈阳建筑大学学报(自然科学版).2009,25(5):982-986[9] 崔洪军,刘孔杰.国外服务区建设及研究现状[J].中国交通报,2008,(12):138-139[10] 郎松军.建筑结露的起因和防治方法初探[J].四川建筑,2002,22(Z1):201-203[11] 王金奎,史慧芳,邵旭.体形系数在公共建筑节能设计中的应用[J].低温建筑技术,2010,(5):98-99[12] 王丽颖,丘雨佳.对德国被动式居住建筑节能技术的考察[J].长春工程学院学报,2013,14(3):38-40[13] 赖有志,陆京海,杨军霞,张童.现浇轻质泡沫混凝土在屋面工程中的应用[J].施工技术.2011,40(14):79-94毕业论文英文参考文献(三)[1]蒋花,史志康.整合与对话一论《金色笔记》中的戏仿[J].当代外国文学,2007(2):78.[2]黄梅.女人的危机和小说的危机--女人与小说杂谈之四[J].读书,1988(01):5.[3]孙宗白.真诚的女作家多丽丝·莱辛[J].外国文学研宄,1981(3):70.[4]施旻.《金色笔记》是女性主义文本吗·一关于多丽丝·莱辛及其《金色笔记》的论争[J].东岳论丛,2000(5): 132-134.[5]李福祥.多丽丝·莱辛笔下的政治与妇女主题[J].外国文学评论,1993(4):40-43[6]黎会华·多丽丝·莱辛《金色笔记》中的现代主义技巧分析[J].外语研究,2003(6):73.[7]陈才宇,刘新民.金色笔记[M].北京:译林出版社,2000.[8]黎会华·解构菲勒斯中心:构建新型女性主义主体一《金色笔记》的女性主义阅读[J].浙江师范大学学报,2004(3):33.[9]韩小敏,纪卫宁.析伍尔夫与莱辛文学创作的相似性[J].理论专刊,2004(8):125-126.[10]姜红.有意味的形式[J].外国文学,2003(4):96-98.[11]徐燕.《金色笔记》的超小说艺术[J].宁波大学学报,2003(3):78-80[12]蒋花,史志康.整合与对话一论《金色笔记》中的戏仿[J].当代外国文学,2007(2):78.[13]卢婧.《金色笔记》的艺术形式与作者莱辛的人生体验[D].南京师范大学博士学位论文,2008.[14]佘海若.迟来的正义:被缚的自由女性一记2007年诺贝尔文学奖[J].今日科苑,2007(23): 19-24.[15]刘颖.建构女性的主体性话语一评多丽丝·莱辛的《金色笔记》[J].邵阳学院学报,2004(4).[16]范晓红.从《金色笔记》解读多丽丝·莱辛的生态整体观[D].南京师范大学,2011.[17]Brewster, Dorothy. Doris Lessing\M\. New York: Wayne, 1965: 161.[18]Spilka, Mark. Lessing and Lawrence: the Battle of theContemporary Literature,1975(16): 218-240.。
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Integration of modeling in solidworks and matlab/simulinkenvironmentsAbstractIn the paper, the authors present construction stages of simulation models worked out using SolidWorks and Matlab/Simulink environments. As examples of simulation models, a laboratory truck crane and a forest crane have been shown. These models allow for visualization of movements, tracking of the trajectory, velocity and acceleration of any point of the system.1. IntroductionCurrent technological development has caused an increase in customers’requirements as for designed products. Different conditions and competition on the market mean that new products must be characterized by high quality and functionality. This situation forces engineers to design machines which are characterized by great flexibility and a variety of applications. However, the construction of prototypes of all kinds of devices, which are subjected to experimental research, is impossible because of both economy and time. Therefore, modeling problem [1, 2] is useful and it plays a fundamental role in the design stage of a new structure as well as during the modification of an existing construction. The development of software used to computer- aided design causes that the geometrical models of objects not only can be built, but also one can perform kinematic, dynamic, and strength analysis on the basis of these models in the professional CAD system. However, it is complicated or even impossible to add the control in these applications. Therefore, very often modeling of control systems is performed in Matlab environment with Simulink module [3-6]. Other alternative, but rarely used method of visualization and control of movements of the working machines [7, 8], may be the Python programming language with appropriate libraries [9]. However, in this case, the preparation of simulation models is much more laborious and requires programming skills in Python. Matlab is intended to solve complex mathematical problems and generate a graphical visualization of theresults. Its scope includes various fields of science and technology. Matlab also provides numerous extensions (toolboxes), among them support for neural networks or optimization problems. One of the extensions is the SimMechanics Toolbox which facilitates the creation of kinematic chains, simulation of their dynamics and visualization of results. Simulink is a tool that allows defining the structure of the control system of mechanisms of the created models and displaying their simulation with complete control during a specified working cycle. This module makes it possible to create, in the graphical window, the structure of the control system which is built of various types of blocks representing dynamic objects, signal sources and measuring instruments. By defined objects, the software can refer to variables existing in memory and available in Matlab.In the paper, the authors present a course of simulation research carried out on the models elaborated with the use of SolidWorks [10, 11] and Matlab/Simulink.2. Construction of simulation modelThe simulation model is built in stages, that is, at first solid, surface, or hybrid model is created in one of the CAD program. SolidWorks, Pro/Engineer and Autodesk Inventor applications work preferably with the Matlab/Simulink environment.An assembly of elements can be used solely for simulation studies because in such cases there exists an interaction between individual parts, which in turn makes it possible to introduce the control system and perform motion analysis. Therefore, each created simulation model is an assembly of many individual parts or sub-assemblies. For instance, the sample CAD model presented in Figure 1 consists of: 3 assemblies and 8 parts, but these assemblies include subsequent assemblies or parts, etc.Building of each part of geometric model in SolidWorks, similar to the ones most currently used for this kind of applications, begins with defining a 2D geometry that creates a solid or a surface after completing one of numerous operations (e.g. extrusion or pocket). Then, based on expansion or modification of the obtained element made by removing or adding material, the creation of parts is continued. The majority of CAD systems offer normalized elements that can be used to build assemblies. The product that is the result of the final assembly of components has a permanent link to theFig. 1. Sample CAD model (model of laboratory truck crane)individual part files, which means that changes made in one of the files are automatically ascribed to the linked files, respectively. The product doesn’t have its own geometry, instead, it consists of a set of links to the parts and constraints that are used to connect these elements.The constructed geometric models should be parametric, which allows changing dimensions of components and their positions relative to each other in order to do analysis of motion according to the same model.Geometrical models can be used not only for the construction of the simulation model, but in a very simple way they can be utilized to carry out other types of analysis, such as modal or stress analysis. In this case, the calculation model which takes into account contact connections and boundary conditions should be worked out.The next stage of building the simulation model is the implementation of the CAD assembly model in Matlab/Simulink environment (Fig. 2).Fig. 2. Implementation process of CAD model in Matlab/Simulink environmentFor this purpose, besides previously mentioned CAD software and Mat- lab/Simulink, the SimMechanics Link utility has to be installed and linked to the CAD program [12].The first step of implementation process is to use the SimMechanics Link exporterto create Physical Modeling XML file that includes information about the mass and inertia of each part of the assembly, definitions of constraints between parts, as well as a set of STL (stereo-lithographic) files for representing surface geometries of the assembly bodies. The second step is import of the received files into the Matlab/Simulink program and generation of a SimMechanics model.The SimMechanics model, obtained immediately after the implementation, includes a block scheme (Fig. 3) and allows only visualizing mechanism or machine (Fig. 4), without a possibility of carrying out simulation research. Only rarely it is optimal, and does require modifications like removing unnecessary constraints between elements of the model or changing their types.Fig. 3. A sample SimMechanics block diagramFig. 4. Visualization of a sample SimMechanics model (model of laboratory truck crane Simulation tests may be carried out only after the control signals (e.g. kinematic excitations - Fig. 5) and the actuators are added to the model.In the created SimMechanics model, the control functions are sent to the actuators (Joint Block) with the use of the Joint Actuator block. Joint Block elements, those which occur between the parts of the model as the signal controllers, require movementparameters in the form of position, velocity and acceleration for the prismatic connection (Prismatic Joint) and the angular position, angular velocity and angular acceleration for the rotational connections (Revolute Joint). Because the defined control functions usually describe only velocity, therefore they should be integrated and differentiated through appropriate blocks (Fig. 6) and only at that point they can be sent to the Joint Actuator block in the form of three signals.Fig. 5. Sample control signalsIn order to improve the transparency of the block diagram, some blocks can be grouped together and transformed into the subsystems, additionally their appearance can be customized by using the process known as masking (the icons of subsystem blocks depict the real objects which they represent).The modified SimMechanics scheme (Fig. 3) after grouping, masking process and adding the control functions is illustrated in Figure 7.Fig. 6. Integration and differentiation of the control signalFig. 7. The modified SimMechanics scheme (model of laboratory truck crane)SimMechanics models allow determining variety of parameters, such as trajectory, velocity, and acceleration of any element of complex system by adding measuring instruments.Sometimes MATLAB/Simulink environment does not offer elements which appear in many simulation models. In such cases, it is possible to draw up own scripts and functions that can simulate such components.3.Examples of simulation modelsAs examples of simulation models worked out with the help of Solid- Works and Matlab/Simulink, the laboratory truck crane and forest crane have been shown.3.1. The simulation model of laboratory truck craneThe first example of a simulation model worked out according to the course presented in the section 2 illustrates the simulation model of a laboratory truck crane [13]. This model is based on an existing object located at the Institute of Mechanics and Machine Design Foundation of Czestochowa University of Technology [14]. Parametric geometrical model of this object is shown in Figure 1 and it includes, among other things, the platform with the three-member type telescopic boom, the hydraulic cylinder for crane radius change and the construction frame that imitates chassis and is supported on four bearings. All motions of the laboratory truck crane are actuated by hydraulic systems. Linear motions are realized by the hydraulic cylinders, while angular motions by the circulating cam hydraulic motors type SOK. Hydraulic systemsensure independent movements of: two telescopic boom members (second and third), slope of the telescopic boom and angle of rotation of the telescopic boom in the horizontal plane. The SimMechanics block diagram, (Fig. 3), obtained directly after implementation, has been modified by:-exchange of revolute joints between cylinder and piston rod of all hydraulic actuators for the prismatic joints,-removal of two prismatic joints between the second and third boom members of telescopic boom; in this case the other blocks ensure the correct action of the system.Moreover, the SimMechanics model has been supplemented with:-the Signal Builder block (Fig. 5) used to create the control functions of the laboratory truck crane,-Joint Actuators which force the movements of individual elements of the laboratory truck crane,-Body Sensors that read the motion parameters of individual system components, -Scope blocks for displaying signals generated during simulation. Besides, some objects were transformed into masked subsystems (Fig. 7). This model allows determination of motion parameters in the form of trajectory, velocity and acceleration of any element of the crane. One of the drawbacks of the presented model is that it does not take into account rope with the lifted load, for the simple reason that in Matlab/Simulink program there is no typical rope element. This problem has been solved by the use of assumptions and relationships presented, among other things, in works [15, 16] where the load is treated as a particle P that is hang on an inextensible rope (which is always lengthened) and fastened at the end of the telescopic boom. An additional moving rectangular coordinate system Ωξηζhas been inserted into the existing model; the origin of that system is at the end of the boom (Fig. 8).Fig. 8. Scheme of the basic motion of the lifted loadFor the above assumptions, the movement of a particle P in the global system, inwhich mass m is concentrated, can be described according to the relationships presented in the cited papers [15, 16] as:where the components aΩX,aΩY,aΩZ are accelerations of the boom end in the global system (which is rigidly connected with the crane frame and its origin is located in the support with the bearing), and their values are obtained directly from the simulation model. The system of motion equations (1,2,3) supplemented by the initial conditions:constitutes the initial problem of load movement. However, before the initial problem is solved with the help of the ode45 function available in Mat- lab/Simulink, the above equations must be entered in the form of scripts and functions using Matlab Function object into the SimMechanics model of the existing laboratory truck crane and, at the same time, the following elements must be added (Fig. 9):-Constant block for generating initial length of the rope,-Integrating and Differentiating Block,-Workspace Block in which the system response is collected in the form of data tables.Fig. 9. Modified SimMechanics modelSample studies on the above simulation model have been carried out for two cases:- free vibration of a mathematical pendulum moving in spatial motion, with an assumption that the suspension point remains stationary and is tied with the end of the telescopic boom,-motion of load treated as a response to the kinematic excitations.In both simulations, the mass of load is equal to 50 kg and the initial length of the rope (ρ0) is 1.5 m (length is measured from the end of the boom to the point of suspension of the load).For the spatial motion of the mathematical pendulum, the following conditions have been accepted:In Figure 10, there is shown a response of the system in the form of projections of load motion trajectory on the lifted (10a) and the rotary plane (10b).Fig. 10. Projection of load motion trajectory on the lifted (a) and rotary plane (b)For the case of solution of the initial conditions under the influence of kinematic excitations, the movement began from zero initial conditions, except forη(t)|t=0= 0.5 m, ζ (t)|t=0= ρ0 .The motion of lifted load was considered for the time equal 50 s. For the first 40 s, this motion was forced by the controls (Fig. 5) and, after their action ceased, for the next 10 s free oscillations of the lifted load were observed. The assumed motion sequences were directly connected with the working movements of the laboratory truck crane and they resulted from: control of rotation of platform (fi_prim), control of the boom inclination angle (teta_prim), control of the rope length which depends on the rope motion forced by the winch (ro_prim) and, finally, from the changes in the boom length (r_prim). All control functions were trapezoid pulses and included start-up, steady and braking movements.The system response to the taken kinematic excitations has been obtained in the form of animation of motion of the whole system in the SimMechanics Visualization window and in the form of projections of the lifted load motion trajectory on the lifted (Fig. 11a,b) and rotary planes (Fig. 11c).Fig. 11. Projection of the lifted load motion trajectory on the lifted (a, b) and rotary planes (c)3.2. The simulation model of the forest craneThe second simulation model [17, 18] concerns research on forest crane HIAB LOGLIFT F135 Z79 (Fig. 12), which consists of the following elements: - the basic member (1),- the internal arm (2),-the external arm - two-member telescopic boom (3),-the head (4), making up the place for fixing additional working equipment,-the hydraulic cylinder (5), used to change the inclination angle of the internal arm,-the set of two parallel hydraulic cylinders (6), applied for changing the inclination angle of the external arm,- the rotator - the hydraulic mechanism for performing rotational motion (7),-the manipulator - grab to wood (8),-the support system (9).Fig. 12. The forest crane HIAB LOGLIFT F135 Z79The worked out CAD model has been converted into the form of a physical model XML and implemented in Matlab/Simulink. Its visualization is shown in Figure 13 and block diagram is illustrated in Figure 14.The block scheme (Fig. 14) has been supplemented by an appropriate signal source, actuators and measuring instruments, i.e. Signal Builder objects to create time-courses of control signals, Joint Actuators controlling movements of individual crane arm, blocks setting the initial conditions, displacement and velocity sensors, tools for visualization of derived characteristics.The simulation model was used to carry out a sample simulation of machine cycle. During the working cycle, the machine mechanisms were controlled by time functions, presented in Figure 15, describing the changes of velocity of the following control signals:-control of rotation of primary column (Signal 1),- control of telescopic boom member (Signal 2),-control of deflection of the external arm from the vertical (Signal 3),F i g.13.V i s u a l i z a t i o n o f t h e f o r e s t c r a n e S i m M e c h a n i c s m o d e lFig. 14. The forest crane SimMechanics block scheme-control of deflection of the internal arm from the vertical (Signal 4).Based on the defined control functions, one obtained the trajectory of the point of attachment of the load, velocity and acceleration components in this movement. The system response is illustrated in Figures 16-18.Fig.15.Control signalsFig. 16. Position of the boom ends in the global coordinate systemThe presented simulation research on forest crane movement have been supported by animation of its motion in the SimMechanics Visualization. It allowed controlling correctness of motion system during a specified cycle.Fig. 17. Velocity of the boom ends in the global coordinate systemFig. 18. Acceleration of the boom ends in the global coordinate system4.ConclusionsIn this paper, we described the integration of SolidWorks and MAT- LAB/Simulink done through the implementation of CAD models, created previously in a SolidWorks program, into the Matlab/Simulink environment. We also presented an example of preparation of simulation models and their application to research on model properties.As examples of simulation models, the laboratory truck crane [13] and the forest crane [17, 18] have been shown.In the first case, on the basis of the constructed model, one can carry out simulation research allowing for visualization of movements, tracking of the trajectory, velocity and acceleration of any point of the system and tracking of the lifted load. Tracking of the lifted load was possible through developing the simulation model by adding scripts and functions including derivations of which can be found in works [15,16].In the second case, the results of research concerning determined movement of forest crane boom have been presented. The results of simulation studies, presented in this paper were confirmed by animations of the forest crane model motion. This model makes it possible to analyze the motion parameters of any boom member or arm of the forest crane and grab with the load.The presented sample of simulation models can be further developed by: -replacing the configuration of control operations assumed at the beginning with themovements performed by the operator (user) in real time,-replacing the kinematic excitations with the help of impact of power transmission and control systems, which makes it possible to get the feedback, which in turn facilitates positioning and reduces fluctuations of the load carried by crane, -taking into account physical properties (the deformability and damping) of a rope (in the case of the laboratory truck crane),-replacing particle P (load) with a rigid body (in the case of the laboratory truck crane).Despite minor imperfections, the Matlab/Simulink environment is one of the most popular and recognizable program for constructing simulation models.The main advantage of this program is the ability of constructing complex machine simulation models with the use of geometrical models created in other CAD programs without complex mathematical derivations. In this case, the user does not need to possess programming skills.One of the drawbacks of this method arises from the fact that all imported geometrical models are treated as rigid bodies. However, in the case when the flexibility of elements should be taken into account, one can attach a block from the Simulink Library Browser (where one exists), as well as write own scripts or/and functions to develop the created model. In such a situation, the capabilities of the constructed mathematical model are limited only by knowledge and skills of the designer.When flexibility of all elements must be taken into consideration, the CAD models are not used. Yet, all relationships are introduced directly in the form ofblocks offered by Matlab/Simulink software, own scripts or functions. An example of this approach is work [19], where the authors worked out a coupled dynamical model of the forest crane and the lifted load taking into account elastic deformations of the boom.AcknowledgmentThe study has been carried out within statutory research of the Institute of Mechanics and Machine Design Foundations of Czestochowa University of Technology.REFERENCES[1]Rusinski E.: Design principles for supporting structures of self-propelled vehicles. Oficyna Wydawnicza Politechniki Wroclawskiej, Wroclaw, 2002 (in Polish).[2]Eberhard P., Schiehlen W.: Hierarchical modeling in multibody dynamics. Archives of Applied Mechanics, 1998, 68, pp. 237-246.[3]Mrozek B., Mrozek Z.: MATLAB universal environment for scientific and technical calculations. CCATIE, Krakow, 1995 (in Polish).[4]Mrozek B., Mrozek Z.: MATLAB and Simulink. User’s guide. Helion, 2004 (in Polish).[5]Chaturvedi D.K.: Modeling and Simulation of Systems Using Matlab and Simulink. 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