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英文参考文献格式举例

参考文献是毕业论文的重要组成部分,对其进行统计分析,不仅有利于本科生的.教育和管理,而且能为图书馆文献保障和读者服务等工作提供一定的参考依据。下面是我整理的英文参考文献格式举例,希望大家重视。

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——专著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,.,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.&.;

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,2004,21(1):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,2004(1):46-52.

[3]Heider,[J].ForeignLanguageTeachingandResearch,1999,(3):62–67.

2.专著类

【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.

[5]Gill,[M].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,1998-12-27(3).

[7]French,[N].AtlanticWeekly,198715(33).

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.

[9]Spivak,G.“CantheSubalternSpeak?”[A].(eds.).VictoryinLimbo:Imigism[C].Urbana:UniversityofIllinoisPress,1988,.

307 评论

偶素小cici

参考文献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报告对于不属于上述的文献类型,采用字母“Z”标识。期刊是最常见的参考文献类型,一般需要依次列出以下信息:作者,文章的题目,期刊名称,发表年份,卷号,页码。

235 评论

王玉娜大王

英文论文写作参考文献

参考文献是文章或著作等写作过程中参考过的文献,文后参考文献是指为撰写或编辑论文和著作而引用的有关文献信息资源。

[1]AgranoflF, R. and Michael,M., 2003,“Collaborative Public Management; New Stiategies for Local Governments”, Geo^etown University Press,Washington,D. C.

[2]Aguinis, H. and Glavas, A., 2012, “What We Know and Don't Know About Corporate Social Responsibility: A Review and Research Agenda”,Journal of Management, 38(4),pp. 932-968.

[3]Altman, E.,1998' “Financial Ratio,Discriminant Analysis and the Prediction of Corporate Banlruptcy”? Journal of Finance, 23(4),pp. 589-609.

[4]Arenas, D.,Lozano,J. M. and Albareda,L.,2009,“The role ofNGOs in CSR:Mutual Perceptions Among Stakeholders”, Journal of Business Ethics,88,pp. 175-197.

[5]Aupperie, K., Carroll, A. and Hatfield,J.,1985,“An Empirical Examination of the Relationship between Corporate Social Responsibility and Profitability”,Academy of Management Journal, 28(2), pp. 446-463.

[6]Austin, J. E.,2000,“Strategic collaboration between nonprofits between businesses”, Nonprofit and Voluntary Sector Quarterly, 29(1), pp. 69-97.

[7]Baron,D. R, 1997,Integrated strategy* trade Policy, and global competition'California Management Review? 39(2), pp. 145-169.

[8]Baron,R. A., 2006, “Opportunity Recognition as the Detection of Meaningful Patterns: Evidence from Comparisons of Novice and Experienced Entrepreneurs”?Management Science, 9,pp. 1331-1344.

[9]Baiy, A. D?,1879,: “Die Erscheinung der Symbiose”, Strasbourg.

[10] Kotha, B. ., 1999,“Does Stakeholder Orientation Matter? The Relationship Between Stakeholder Management Models and Firm Performance”. Academy ofManagement Jounal, 42,pp. 488-506.

[11]Binghamf C. B. and Davis,J. P.,2012, “Learning Sequences: Their Emeigence? Evolution and Effect”. Academy of Management Journal 55(3), pp. 611-641.

[12]Blumer, H. , 1980, “Mead and Blumer : The Convei^ent Methodological Perspectives of Social Behaviorism and Symbolic Interactionism”,AmericanSociological Review, 45,pp. 409-419.

[13]Bondy,K.,2008,“The Paradox of Power in CSR : A Case Study on Implementation”. Journal of Business Ethics? 82(2),pp. 307-323.

[14]Bowen, F.,Aloysius. N. K. and Herremans,I.,2010,“When Suits Meet Roots:The Antecedents and Consequences of Community Engagement Strategy”, Journal of Business Ethics, 95,pp. 297-318 ?

[15]Brammer,S, and Millington,A., 2003, “The Effect of Stakeholder Preferences >Organizational Structure and Industry Type on Corporate Community Involvement”,Journal of Business Ethics,45(3)? pp. 213-226.

[16]Bridoux, F. and Stoelhorst, J. W.,2014, “Microfoundations for Stakeholder Theoiy : Managing Stakeholders with Heterogeneous Motives” , Strategic Management Joumah 35, pp. 107-125

[17]Bryson, J. M., Crosby, B. C, and Stone? M. M.,2006, “The Design and Implementation of Cross-Sector Collaborations: Propositions from the Literature”,Public Administration Review, 66(sl)。

[18]Carey, J. M.,Beilin, R., Boxshall,A.,Burgman M. A. and Flander , “Risk-Based Approaches to Deal with Uncertainty in a Data-Poor System:Stakeholder Involvement in Hazard Identification for Marine National Parks and Marine Sanctuaries in Victoria,Australia”, Risk Analysis: An International Journal,27(1),pp. 271-281,

[19]Carroll> A. B., 1979, “A TTiree-Dimensional conceptual Model of Corporate Performance”. Academy of Management Review, 4(4), pp. 497-505.

[20] Carroll, A. B?,1991,“The Pyramid of Corporate Social Responsibility: Toward the Moral Management of Organizational Stakeholders”. Business Horizons,34(4),pp. 39-48.

[1] Zhixin W, Chuanwen J, Qian A, et al. The key technology of offshore wind farm and its new development in China[J]. Renewable and Sustainable Energy Reviews, 2009, 13(1):216-222.

[2] Shahir H, Pak A. Estimating liquefaction-induced settlement of shallow foundations by numerical approach[J]. Computers and Geotechnics, 2010, 37(3): 267-279.

[3] Hausler EA. Influence of ground improvement on settlement and liquefaction:a study based on field case history evidence and dynamic geotechnicalcentrifuge tests. PhD dissertation, University of California, Berkeley; 2002.

[4] Kemal Hac efendio lu. Stochastic seismic response analysis of offshore wind turbine including fluid‐structure‐soil interaction[J]. Struct. Design Tall Spec. Build.,2010,

[5] Arablouei A, Gharabaghi A R M, Ghalandarzadeh A, et al. Effects of seawater–structure–soil interaction on seismic performance of caisson-type quay wall[J]. Computers &Structures, 2011, 89(23): 2439-2459.

[6] Zafeirakos A, Gerolymos N. On the seismic response of under-designed caisson foundations[J]. Bulletin of Earthquake Engineering, 2013: 1-36.

[7] Snyder B, Kaiser M J. Ecological and economic cost-benefit analysis of offshore wind energy[J]. Renewable Energy, 2009, 34(6): 1567-1578.

[8] Ding H, Qi L, Du X. Estimating soil liquefaction in ice-induced vibration of bucket foundation[J]. Journal of cold regions engineering, 2003, 17(2): 60-67.

[9] Shooshpasha I, Bagheri M. The effects of surcharge on liquefaction resistance of silty sand[J]. Arabian Journal of Geosciences, 2012: 1-7.

[10] Bhattacharya S, Adhikari S. Experimental validation of soil–structure interaction of offshore wind turbines[J]. Soil dynamics and earthquake engineering, 2011, 31(5): 805-816.

[11] H. Bolton Seed, Izzat M. Idriss. Simplified procedure for evaluating soilliquafaction potential. Journal of the Soil Mechanics and Foundations Division. 1971,97(9): 1249-1273

[12] W. D. Liam Finn, Geoffrey , Kwok . An effective stress model for liquefaction. Journal of the Geotechnical Engineering Division, 1977, 103(6):517-533

[13] liquefaction and Cyclic Mobility Evolution for Level Ground During Earthquakes, J of the Geotechnical Engineering Division ASCE , 1979,

[14] and Cyclic Deformation of Sands-A Critical Review,Proceedings of the Fifth Pan American Conference on Soil Mechanics and Foundation Engineering,Buenos Aires,Argentina,1975.

[1] T. Paulay and J. R. Binney. Diagonally Reinforced coupling beams of shear Walls[S].ACI Special Publication 42, Detroit, 1974, 2: 579-598

[2] Lam WY, Su R K L, Pam H J. Experimental study of plate-reinforced composite deep coupling beams[J]. Structural Design Tall Special Building, 2009(18): 235-257

[3] ACI 318-02: Building Code Requirements for Structural Concrete, ACI318R-02:Commentary, An ACI Standard, reported by ACI Com-mittee318, American Concete Institute, 2002

[4] Siu W H, Su R K L. Effects of plastic hinges on partial interaction behaviour of bolted side-plated beams[J]. Journal of Construction Steel Research, 2010, 66(5):622-633

[5] Xie Q. State of the art of buckling-restrained braces inAsia[J]. Journal of Construction Steel Research, 2005, 61(6):727-748

[6] Kim J,Chou H. Behavior and design of structures with buckling-restrained braces[J].Structural Engineering, 2004,26(6):693-706

[7] Tsai K C, Lai J W. A study of buckling restrained seismic braced frame[J].Structural Engineering, Chinese Society of Structural Engineering, 2002, 17(2):3-32

[8] Patrick J. Fortney, Bahrem M. Shahrooz, Gian A. Rassati. Large-Scale Testing of a Replaceable “Fuse” Steel Coupling Beam[J]. Journal of Structural 2007:1801-1807

[9] Qihong Zhao. Cyclic Behavior of traditional and Innovative Composite Shear Walls[J]. Journal of Structural Engineering, Feb. 2004:271-284

351 评论

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