英语写作方面论文的参考文献书籍

『附上几本，新华书店都有，不是网购的话，就要看经营点大不大，书目齐不齐了』书名:英语论文写作教程:基于国际标准的学术写作与发表出版社:清华大学出版社作者:戴福林Devlin著出版日期:2003-01-01简介:本书是一本高级英语学术写作教程。作者在较短的篇幅里融会了国际通用的写作标准与分析，简明扼要地介绍了如何在国际标准的框架下写作论文并发表。本书作者BrianDevlin是澳大利亚NorthernTerritoryUniversity大学的副教授，在美国哥伦比亚大学获得博士学位，具有较好的国际学术背景。本书的基础是Devlin博士在作为英语专家在清华大学外语系讲授“英语论文写作”课程期间的讲义。本书适合做英语专业研究生或本科生论文写作的教材，也可以作为其他专业硕士或博士研究生的英文写作参考书。书名:E英语论文写作作者:石坚//帅培天出版社:四川人民出版社出版日期:2005-5-1简介:从事高校英语写作教学及研究多年，一直心仪能有一整套供师生从低年级到高年级使用的写作教材。这套教材应包括基础英语写作、英语应用文写作和高级阶段的英语论文写作。作为基础阶段的教材，应从句子到段落，再到篇章，帮助学生打下坚实的英文写作基础；应用文写作则为增强学生应用英语进行交际的能力添砖加瓦；论文写作应从普通论文讲起，再到学术论文，初步培养学生从事学术研究，撰写学术文章的能力。《英语论文写作》正是这种创作冲动的产物。本书的主要对象是大学本科高年级学生，对其他英文学习和工作者而言，不乏为一部指导性的专著。这部专著/教材除努力体现上述愿望外，有以下几个特点：1、全书用第一人称写成，充分体现了人文精神，让使用者以平等的身份参与问题的讨论，增强写作道地英语论文的自信心。2、一些写作理论和技巧，从课文阐述转到了练习之中，从而减轻了说教式的讲解带给读者的枯燥感；同时，读者通过练习去探索，提取某种理论或技巧，会兴致勃勃，因为接下来的是一种成就感。3、在学会使用图书馆的章节里，直接用计算机时代美国先进的图书馆为例，给读者树立了一个很高的目标，这一点，相信每位科研工作者或准备从事科研者都不会有异议。书名:英语专业毕业论文写作指南出版社:武汉大学作者:陈春莲出版日期:2007-01-01简介:随着我国与国外的交往越来越频繁，越来越多的学者和科技工作者希望百己的学术文章和科研成果能够在国际刊物上发表或是在国际会议上宣读，而在校的大学生中，英语专业的学生必须用英语撰写毕业论文。怎样才能使用英语撰写的论文符合国际标准?本书作者根据多年指导英语专业本科生和研究生的毕业论文的经验，参照MLA（美国现代语言协会）所颁布的英语论文写作规范，编写了这本《英语专业毕业论文写作指南》，相信对广大用英语撰写论文的人会有所帮助。本书分为三大部分：论文写作计划、论文撰写格式、论文范文。本书适用于英语专业的大专生、继续教育生、本科生和研究生以及用英语撰写学术论文的科研人员。

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