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英文论文的参考文献格式3篇

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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,下面众鼎号为您精心整理了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,以上就是众鼎号为大家带来的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。

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