染雾英文论文的参考文献格式 篇一
在撰写英文论文时，正确引用参考文献是至关重要的。本文将介绍常用的英文论文参考文献格式。
1. 书籍引用
在引用书籍时，应包括作者的姓氏和名字的首字母缩写，书名的斜体字，出版地点，出版社，出版年份以及页码。引用书籍的格式如下：
[1] Author's Last Name, First Initial. (Year). Title of Book. Place of Publication: Publisher, Page Numbers.
2. 期刊文章引用
在引用期刊文章时，应包括作者的姓氏和名字的首字母缩写，文章标题的斜体字，期刊名称的斜体字，卷号，期号，页码以及发表年份。引用期刊文章的格式如下：
[2] Author's Last Name, First Initial. (Year). Title of Article. Journal Name, Volume(Issue), Page Numbers.
3. 网络资源引用
在引用网络资源时，应包括作者的姓氏和名字的首字母缩写，文章标题的斜体字，网站名称的斜体字，网址以及访问日期。引用网络资源的格式如下：
[3] Author's Last Name, First Initial. (Year). Title of Webpage. Website Name. Available at: URL (Accessed: Day Month Year).
4. 会议论文引用
在引用会议论文时，应包括作者的姓氏和名字的首字母缩写，论文标题的斜体字，会议名称的斜体字，会议地点，会议举办日期，页码以及出版年份。引用会议论文的格式如下：
[4] Author's Last Name, First Initial. (Year). Title of Paper. In: Proceedings of Conference Name, Location, Date, Page Numbers. Place of Publication: Publisher.
5. 学位论文引用
在引用学位论文时，应包括作者的姓氏和名字的首字母缩写，论文标题的斜体字，学位名称，学校名称，学位授予日期以及页码。引用学位论文的格式如下：
[5] Author's Last Name, First Initial. (Year). Title of Thesis. Degree Name, University Name, Year of Award, Page Numbers.
以上是常见的英文论文参考文献格式。在撰写论文时，务必准确引用参考文献，以避免抄袭和提高论文的可信度。
英文论文的参考文献格式 篇二
在撰写英文论文时，正确引用参考文献是非常重要的。本文将介绍另一种常用的英文论文参考文献格式。
1. 书籍引用
在引用书籍时，应包括作者的姓氏和名字的首字母缩写，出版年份，书名的斜体字，出版地点以及出版社。引用书籍的格式如下：
[1] Last Name, First Initial. (Year). Title of Book. Place of Publication: Publisher.
2. 期刊文章引用
在引用期刊文章时，应包括作者的姓氏和名字的首字母缩写，发表年份，文章标题的斜体字，期刊名称的斜体字，卷号，期号以及页码。引用期刊文章的格式如下：
[2] Last Name, First Initial. (Year). Title of Article. Journal Name, Volume(Issue), Page Numbers.
3. 网络资源引用
在引用网络资源时，应包括作者的姓氏和名字的首字母缩写，发表年份，文章标题的斜体字，网站名称的斜体字以及网址。引用网络资源的格式如下：
[3] Last Name, First Initial. (Year). Title of Webpage. Website Name. Available at: URL.
4. 会议论文引用
在引用会议论文时，应包括作者的姓氏和名字的首字母缩写，发表年份，论文标题的斜体字，会议名称的斜体字，会议地点以及页码。引用会议论文的格式如下：
[4] Last Name, First Initial. (Year). Title of Paper. In: Proceedings of Conference Name, Location, Page Numbers.
5. 学位论文引用
在引用学位论文时，应包括作者的姓氏和名字的首字母缩写，发表年份，论文标题的斜体字，学位名称，学校名称以及学位授予日期。引用学位论文的格式如下：
[5] Last Name, First Initial. (Year). Title of Thesis. Degree Name, University Name, Year of Award.
以上是另一种常见的英文论文参考文献格式。在撰写论文时，请务必准确引用参考文献，以确保论文的准确性和可信度。
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.
