英文参考文献格式

时间：2021-05-21 16:40:00 参考文献我要投稿

英文参考文献格式

　　参考文献不仅有利于本科生的教育和管理，而且能为图书馆文献保障和读者服务等工作提供一定的参考依据。下面，小编为大家分享英文参考文献格式，希望对大家有所帮助!

　　参考文献的类型

　　参考文献(即引文出处)的.类型以单字母方式标识，具体如下： M——专著C——论文集N——报纸文章 J——期刊文章D——学位论文R——报告

　　对于不属于上述的文献类型，采用字母“Z”标识。对于英文参考文献，还应注意以下两点：

　　①作者姓名采用“姓在前名在后”原则，具体格式是：姓，名字的首字母.如：MalcolmRichardCowley应为：Cowley，M.R.，如果有两位作者，第一位作者方式不变，&之后第二位作者名字的首字母放在前面，姓放在后面，如：FrankNorris与IrvingGordon应为：Norris，F.&I.Gordon.;

　　②书名、报刊名使用斜体字，如：MasteringEnglishLiterature，EnglishWeekly。

　　英文参考文献一：

　　[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.

　　英文参考文献二：

　　[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

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