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英文文献引用格式

来源:网络 转载:好巧合 时间:2022-01-23 22:39
导读英文文献引用格式,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。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。

英文文献引用格式有什么呢,一起来了解一下吧。

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。

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。

书名、报刊名使用斜体字。

英文文献引用格式示例:

[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.

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