英文论文的参考文献格式【经典4篇】
英文论文的参考文献格式 篇一
在学术写作中，正确的参考文献格式对于确保论文的准确性和可信度至关重要。本文将介绍英文论文中常用的参考文献格式，以帮助读者正确引用和参考他人的研究成果。
在参考文献列表中，每一条文献引用应按照以下格式编写：
1. 期刊文章：
作者姓氏，作者名字的首字母缩写（年份）。文章标题。期刊名称，卷号（期号），页码。
例如：
Smith, J. D. (2018). The impact of climate change on biodiversity. Journal of Environmental Science, 25(3), 123-135.
2. 书籍：
作者姓氏，作者名字的首字母缩写（年份）。书名。出版地：出版社。
例如：
Johnson, R. N. (2015). The History of Art. New York, NY: Penguin Books.
3. 会议论文：
作者姓氏，作者名字的首字母缩写（年份）。论文标题。在编辑的姓氏，名字的首字母缩写（Eds.），会议名称，会议地点，页码。出版地：出版社。
例如：
Brown, A. R. (2017). The future of renewable energy. In J. K. Smith & M. L. Johnson (Eds.), Proceedings of the International Conference on Sustainable Energy, London, UK, 45-56. New York, NY: Springer.
4. 网络资源：
作者姓氏，作者名字的首字母缩写（年份）。文章标题。网站名称。检索日期，从URL网址中获取。
例如：
Johnson, M. (2019). The importance of exercise for mental health. Health and Wellness Today. Retrieved on January 10, 2020, from https://www.healthandwellnesstoday.com/importance-of-exercise-mental-health
请注意，在每一条文献引用的末尾，都需要添加一个句点。
总之，正确引用和参考他人的研究成果对于学术写作的准确性和可信度至关重要。本文提供了英文论文中常用的参考文献格式，希望能够帮助读者在写作过程中正确引用和参考文献。
英文论文的参考文献格式 篇二
在学术写作中，准确地引用和参考他人的研究成果是确保论文可信度的重要步骤。本文将介绍英文论文中常用的参考文献格式，以帮助读者正确引用和参考他人的研究成果。
在参考文献列表中，每一条文献引用应按照以下格式编写：
1. 期刊文章：
作者姓氏，作者名字的首字母缩写（年份）。文章标题。期刊名称，卷号（期号），页码。
例如：
Smith, J. D. (2018). The impact of climate change on biodiversity. Journal of Environmental Science, 25(3), 123-135.
2. 书籍：
作者姓氏，作者名字的首字母缩写（年份）。书名。出版地：出版社。
例如：
Johnson, R. N. (2015). The History of Art. New York, NY: Penguin Books.
3. 会议论文：
作者姓氏，作者名字的首字母缩写（年份）。论文标题。在编辑的姓氏，名字的首字母缩写（Eds.），会议名称，会议地点，页码。出版地：出版社。
例如：
Brown, A. R. (2017). The future of renewable energy. In J. K. Smith & M. L. Johnson (Eds.), Proceedings of the International Conference on Sustainable Energy, London, UK, 45-56. New York, NY: Springer.
4. 网络资源：
作者姓氏，作者名字的首字母缩写（年份）。文章标题。网站名称。检索日期，从URL网址中获取。
例如：
Johnson, M. (2019). The importance of exercise for mental health. Health and Wellness Today. Retrieved on January 10, 2020, from https://www.healthandwellnesstoday.com/importance-of-exercise-mental-health
请注意，在每一条文献引用的末尾，都需要添加一个句点。
总之，正确引用和参考他人的研究成果对于学术写作的准确性和可信度至关重要。本文提供了英文论文中常用的参考文献格式，希望能够帮助读者在写作过程中正确引用和参考文献。
英文论文的参考文献格式 篇三
[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 篇四
[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.
