英文论文的参考文献格式3篇
很多刊物对参考文献和注释作出区分，将注释规定为“对正文中某一内容作进一步解释或补充说明的文字”，列于文末并与参考文献分列或置于当页脚地。下面，读书破万卷下笔如有神，下面差异网为您精心整理了3篇《英文论文的参考文献格式》，希望能对您的写作有一定的参考作用。
英文论文的参考文献格式 篇一
[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
英文参考文献格式 篇二
英文文献采用“APA格式”：
单一作者著作的书籍：
姓，名字首字母。（年)。 书名(斜体）。 出版社所在城市：出版社。
Sheril, R. D. (1956)。 The terrifying future: Contemplating color television. San Diego: Halstead.
两位作者以上合著的书籍：
姓，名字首字母。， & 姓，名字首字母。（年)。 书名(斜体）。 出版社所在城市：出版社。Smith, J.， & Peter, Q. (1992)。 Hairball: An intensive peek behind the surface of an enigma. Hamilton, ON: McMaster University Press.
文集中的文章：
Mcdonalds, A. （1993)。 Practical methods for the apprehension and sustained containment of supernatural entities. In G. L. Yeager (Ed.）， Paranormal and occult studies: Case studies in application (pp. 42–64)。 London: OtherWorld Books.
期刊中的文章（非连续页码）：
Crackton, P. (1987)。 The Loonie: God's long-awaited gift to colourful pocket change? Canadian Change, 64(7)， 34–37.
期刊中的文章（连续页码）：
姓，名字首字母。（年)。 题目。 期刊名(斜体）。 第几期，页码。
Rottweiler, F. T.， & Beauchemin, J. L. (1987)。 Detroit and Narnia: Two foes on the brink of destruction. Canadian/American Studies Journal, 54, 66–146.
月刊杂志中的文章：
Henry, W. A.， III. (1990, April 9)。 Making the grade in today's schools. Time, 135, 28-31.
英文论文的参考文献格式 篇三
[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.
读书破万卷下笔如有神，以上就是差异网为大家带来的3篇《英文论文的参考文献格式》，希望可以启发您的一些写作思路。