水力发电英文论文文献参考

1、论文稿件 通过网上直接投稿。来稿文字应明了简练，每文均应有中英文题目、摘要及关键词、作者姓名、工作单位及邮政编码；并在首页注脚处附第一作者和通信作者简介和E-mail地址。若有基金资助，请写明基金项目名称及编号。2、摘要应该首先简单介绍论文研究的领域，再简要描述研究工作的背景、目的和原理、方法，最后简述研究结果和主要结论。摘要应具有独立性，应是一篇完整的短文，语言简明、确切，长度应控制在300-400字之间。一般不用公式、图、表、参考文献序号、非公知的符号或术语。3、正文应层次分明，层次一般不超过4级，各层次标题一律用阿拉伯数字连续编号，每两个层次的数字之间用下圆点“.”相隔，末位数字后边不加标点，例如一级标题“1”、二级标题“”、三级标题“”等；图、照片、表的编号为“图1”、“照片1”、“表1”等。4、引言应该首先充分描述背景知识、分析目前研究现状，阐明现存问题和研究目标。在此基础上，文章所解决科学问题的创新性也需要明确阐述。5、结论应该以正文中的实验、计算或考察中得到的现象、数据和阐述分析作为依据，由此简洁地指出论文的研究结果、原理及其普遍性。还可以包括以下内容：与先前已经发表研究成果的比较、论文在理论上与实用上的意义与价值以及对进一步深人研究本课题的建议。6、外文变量和非标准固定函数用斜体，向量、张量和矩阵等非特殊集合用外文字体斜体加粗，并在文稿、公式、图、表中的表示应一致；其余(如常量、单位、标准固定函数、事物名称等)用正体。段落格式请参看本学报最近的期刊。7、图、表必须先在文中引出，后见图、表编号。插图序号、图题、图注等请用中英文写在相应图下。图内所有中文用宋体，数字和外文字母用Times New Roman字体，且全文一致。图中坐标应有标目说明，并置于坐标的长度方向中间。8、表格序号、名称等请用中英文写在相应表格之上。图表位置应在文中第一次所提之处的后面，但不宜相隔太远。9、参考文献须已在国内外公开正式出版物上发表，并在文中引用之处的右上角按引用顺序标注编号，并将中文参考文献译成英文(双语对照)。10、有关论文格式和文字的问题还可参见下载中心的“论文模板”。

肇庆500kV换流站电气部分综述 推荐 下载阅读CAJ格式全文 下载阅读PDF格式全文 【英文篇名】 Summarizing on the Electric Part of Zhaoqing Converting Plant 【作者中文名】 李家干; 【作者英文名】 Guangdong Power Transmission and Substation Engineering Co. Li Jia Gan; 【作者单位】 广东省输变电工程公司; 【文献出处】 广东输电与变电技术, Guangdong Power Transmission Technolo, 编辑部邮箱 2004年 06期 期刊荣誉：ASPT来源刊 CJFD收录刊 【关键词】 肇庆换流站; 电气设计; 主设备及施工要点; 【英文关键词】 Zhaoqing Converting Plant The design of electric part Main equipments and it s construction key-point; 【摘要】 本文对肇庆换流站的电气设计及主设备和施工要点作一个简单的介绍。 【英文摘要】 An ordinary introduction on the design of electric part, main equipments and the key-point of construction of Zhaoqing Converting Plant has been provided in this article. 【DOI】 cnki:ISSN: qq问问最多回答2000字，我没法把全文粘上来国内比较权威的数据库为万方和中国知网万方数据库下载论文,期刊等收费,3元/篇中国知网的收费标准一般是元/页事先还要注册会员，登陆收费，预付费等问题比较麻烦推荐你去我朋友的小店【默默论文大全】 资费标准： 2元/篇 3元/2篇如果店里没有，可以留言，一个工作日内回复也可以帮忙下载万方和中国知识总库的论文，提供论文名称，作者名称或网址（仅限万方和中网）一个工作日内下载完毕收费同上购物流程第一步：请先到 中拍下1篇论文或者多篇第二步：再发送邮件到 写下你需要的文章题目第三步：1个工作日内回复信件，附件即为论文

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