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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. W.etal., 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 L.2007, “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 R.Martin, Kwok W.Lee. An effective stress model for liquefaction. Journal of the Geotechnical Engineering Division, 1977, 103(6):517-533

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

[14] Casagrande.A,Liquefaction 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 Engineering.DECEMBER 2007:1801-1807

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

英文参考文献资料

243 评论(14)

鼎御装饰

不管毕业论文,还是学术论文,有一项必不可少的就是要在文章的最后加上参考文献,为了不影响文章的整体效果,参考文文献的格式还是要注意下的,特别是英文的参考文献格式。下面就来简单的说一下吧。基本格式大概是:[序号] 作者姓名,文章名称,出版处,时间字体的话:新罗马,五号字体(具体以实际投稿处的要求为准)其中需要注意的一点就是引用文章的作者姓名的书写原则,一般采用“名在前,姓在后”,具体格式是“名字的首字母,姓”,例如:Q.Peter,剩下的作者可以是跟第一作者一样。可以看到很多文献中,第一和其他作者的姓名一样的书写格式。中文名称也是一样的,名字在前,姓在后,如薛青禾即Q.H.Xue如:[1] M.Kumar,T.Okazaki,M.Hiramatsu,Y.Ando,Carbon 45(2007)1899.[29] H. Fakih,S. Jacques,M.-P. Berthet, F. Bosselet,O. Dezellus,J.-C.Viala.The growth of Ti3SiC2 coatings onto SiC by reactive chemical vapor deposition using H 2 and TiCl 4[J]. Surface & Coatings Technology.2006.[30] W.Z.Lu, D.W.Zuo, M.Wang, F.Xu. Analysis of interlayer between WC–Co and CVD diamond film. Key Engineering Material, 2008,375-376:p92-94.

116 评论(13)

暖洋洋的心2006

英文参考文献的标准格式 按照字面的意思,参考文献是文章或著作等写作过程中参考过的文献。接下来由我为大家整理出英文参考文献的标准格式,仅供参考,希望能够帮助到大家! 题目:应简洁、明确、有概括性。 关键词:从论文标题或正文中挑选3~5个最能表达主要内容的词作为关键词。 摘要:(150字)要有高度的概括力,语言精练、明确,交代本文的主要内容和观点。 目录:写出目录,标明页码。编写提纲的步骤: (一)确定论文提要,再加进材料,形成全文的概要 论文提要是内容提纲的雏型。一般书、教学参考书都有反映全书内容的提要,以便读者一翻提要就知道书的`大概内容。我们写论文也需要先写出论文提要。在执笔前把论文的题目和大标题、小标题列出来,再把选用的材料插进去,就形成了论文内容的提要。 论文提纲可分为简单提纲和详细提纲两种。简单提纲是高度概括的,只提示论文的要点,如何展开则不涉及。这种提纲虽然简单,但由于它是经过深思熟虑构成的,写作时能顺利进行。没有这种准备,边想边写很难顺利地写下去。 引言(绪论)(300字左右) 引言是论文的开头部分,主要说明论文写作的目的、现实意义、对所研究问题的认识,并提出论文的中心论点等。数据恢复前言要写得简明扼要,篇幅不要太长。 正文(5000左右)分析问题,论证观点,尽量反映出自己的科研能力和学术水平。 第1章 某某现状(归纳存在的主要问题并论证问题的存在及其影响) 把脉 1.1. 1.2. 1.3. …… 第2章 问题产生的原因分析(归纳成因并论证) 诊断 2.1. 2.2. …… 第3章 解决问题的对策(治理问题的途径和方法) 治疗 3.1. 3.2. …… 第4章 结论(300左右),简要归纳全文的中心和主要结论毕业论文的收尾部分,是围绕本论所作的结束语。其基本的要点就是总结全文,加深题意。 (注意:修改后的论文提纲要写出章和节的内容,节的内容自己定,写论文时要将内容丰富起来,要达到5000字的字数要求) 致谢辞:简述自己通过做毕业论文的体会,并应对指导教师和协助完成论文的有关人员表示谢意。 参考文献:在毕业论文末尾要列出在论文中参考过的专著、论文及其他资料,所列参考文献应按文中参考或引证的先后顺序排列。 ;

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