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WJH卡琪屋

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1、掌桥科研

掌桥科研于2019年8月底正式上线,目前拥有中文文献73277926篇,每月更新2600多万篇;拥有外文文献53921990篇,每月更新200多万篇,其中包括外文期刊,外文会议、外文OA文献、外文学位:美国政府科技报告、外军国防科技报告。外文文献整合了目前国际上主流的英文文献数据库,涵盖了诸如Springer,Elsevier,Wiley ,IEEE,AIAA等外文文献资源。

可以实现一键跨库检索,直接本地获取的服务,最重要的是它竟然有机译功能!像其它网站都是清一色的英文目录,对于小白英语渣来说,这无疑会带来很大的麻烦,但这家网站却直接将英文等外文直接机择成中文。

2、微软联合创始人Paul Allen投资开发的新一代学术搜索引擎,几乎80%的文章都可以在上面下载。它可以自动计算这个文章的重要性、贡献,并且,对于一个文章来说,可以智能查找引用(如文章A引用了50篇引文,那么直接在网页上可以看到文章都是怎么描述引文的,而且,哪些引文对这篇文章贡献大。相应的,也可以查看这个文章被哪些文章引用了,都是如何引用的),很给力!在检索时,还可以选择会议/期刊名称,作者,文章类型等等,比较丰富,好用。

3、AMINER

可以通过社交网络和数据挖掘统计出你想搜索的话题下面的专家和文章,对于进行以主题为目标的搜索非常有用!

4、Web of Science

传说中的SCI查询网站,从咱们交大外文数据库Web of Knowledge进入 。在这个网站可以查询所有的被SCI收录的期刊、文章等。我们经常会有这个需求:这个期刊是不是SCI?影响因子是多少?在这个网站的Journal Citation Reports里可以直接查询出来。这个网站也可以查询国外的专利,选择Derwent数据库就可以了。

以上就是环球青藤小编关于外文文献网站的相关分享,总之,这些网站在论文写作中很受用,希望对即将毕业的小伙伴们在论文写作上有所帮助,更多相关内容,欢迎关注本平台!

215 评论

wangxinrose

互联网资源有自己的格式,基本规则的是:对于非纸张型载体的电子文献,当被引用为参考文献时需在参考文献类型标志中同时标明其载体类型。建议采用双字母表示电子文献载体类型:电子文献载体类型 磁带 磁盘 光盘 联机网络电子文献载体类型标志 MT DK CD OL载体类型标志含义 Magnetic Tape Disk CD-ROM Online并以下列格式表示包括了文献载体类型的参考文献类型标志:[文献类型标志/载体类型标志]如:[DB/OL] 联机网上数据库(Database Online);[DB/MT] 磁带数据库(Database on Magnetic Tape);[M/CD] 光盘图书(Monograph on CD-ROM);[CP/DK] 磁盘软件(Computer Program on Disk);[J/OL] 网上期刊(Serial Online);[EB/OL] 网上电子公告(Electronic Bulletin Board Online)。以纸张为载体的传统文献在引作参考文献时不必注明其载体类型。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: Malcolm Richard Cowley 应为:Cowley, .,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:Frank Norris 与Irving Gordon应为:Norris, F. & .;②书名、报刊名使用斜体字,如:Mastering English Literature,English Weekly。

138 评论

零碎的回忆123

英文论文写作参考文献

参考文献是文章或著作等写作过程中参考过的文献,文后参考文献是指为撰写或编辑论文和著作而引用的有关文献信息资源。

[1]AgranoflF, R. and Michael,M., 2003,“Collaborative Public Management; New Stiategies for Local Governments”, Geo^etown University Press,Washington,D. C.

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[4]Arenas, D.,Lozano,J. M. and Albareda,L.,2009,“The role ofNGOs in CSR:Mutual Perceptions Among Stakeholders”, Journal of Business Ethics,88,pp. 175-197.

[5]Aupperie, K., Carroll, A. and Hatfield,J.,1985,“An Empirical Examination of the Relationship between Corporate Social Responsibility and Profitability”,Academy of Management Journal, 28(2), pp. 446-463.

[6]Austin, J. E.,2000,“Strategic collaboration between nonprofits between businesses”, Nonprofit and Voluntary Sector Quarterly, 29(1), pp. 69-97.

[7]Baron,D. R, 1997,Integrated strategy* trade Policy, and global competition'California Management Review? 39(2), pp. 145-169.

[8]Baron,R. A., 2006, “Opportunity Recognition as the Detection of Meaningful Patterns: Evidence from Comparisons of Novice and Experienced Entrepreneurs”?Management Science, 9,pp. 1331-1344.

[9]Baiy, A. D?,1879,: “Die Erscheinung der Symbiose”, Strasbourg.

[10] Kotha, B. ., 1999,“Does Stakeholder Orientation Matter? The Relationship Between Stakeholder Management Models and Firm Performance”. Academy ofManagement Jounal, 42,pp. 488-506.

[11]Binghamf C. B. and Davis,J. P.,2012, “Learning Sequences: Their Emeigence? Evolution and Effect”. Academy of Management Journal 55(3), pp. 611-641.

[12]Blumer, H. , 1980, “Mead and Blumer : The Convei^ent Methodological Perspectives of Social Behaviorism and Symbolic Interactionism”,AmericanSociological Review, 45,pp. 409-419.

[13]Bondy,K.,2008,“The Paradox of Power in CSR : A Case Study on Implementation”. Journal of Business Ethics? 82(2),pp. 307-323.

[14]Bowen, F.,Aloysius. N. K. and Herremans,I.,2010,“When Suits Meet Roots:The Antecedents and Consequences of Community Engagement Strategy”, Journal of Business Ethics, 95,pp. 297-318 ?

[15]Brammer,S, and Millington,A., 2003, “The Effect of Stakeholder Preferences >Organizational Structure and Industry Type on Corporate Community Involvement”,Journal of Business Ethics,45(3)? pp. 213-226.

[16]Bridoux, F. and Stoelhorst, J. W.,2014, “Microfoundations for Stakeholder Theoiy : Managing Stakeholders with Heterogeneous Motives” , Strategic Management Joumah 35, pp. 107-125

[17]Bryson, J. M., Crosby, B. C, and Stone? M. M.,2006, “The Design and Implementation of Cross-Sector Collaborations: Propositions from the Literature”,Public Administration Review, 66(sl)。

[18]Carey, J. M.,Beilin, R., Boxshall,A.,Burgman M. A. and Flander , “Risk-Based Approaches to Deal with Uncertainty in a Data-Poor System:Stakeholder Involvement in Hazard Identification for Marine National Parks and Marine Sanctuaries in Victoria,Australia”, Risk Analysis: An International Journal,27(1),pp. 271-281,

[19]Carroll> A. B., 1979, “A TTiree-Dimensional conceptual Model of Corporate Performance”. Academy of Management Review, 4(4), pp. 497-505.

[20] Carroll, A. B?,1991,“The Pyramid of Corporate Social Responsibility: Toward the Moral Management of Organizational Stakeholders”. Business Horizons,34(4),pp. 39-48.

[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 , Kwok . An effective stress model for liquefaction. Journal of the Geotechnical Engineering Division, 1977, 103(6):517-533

[13] liquefaction and Cyclic Mobility Evolution for Level Ground During Earthquakes, J of the Geotechnical Engineering Division ASCE , 1979,

[14] 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.

[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 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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