英文论文的参考文献格式

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英文论文的参考文献格式一：

[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

英文论文的参考文献格式二：

[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,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.,

[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,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,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.