热能与动力工程英文论文参考文献

1、M——专著（含古籍中的史、志论著）；

2、C——论文集；

3、N——报纸文章 ；

4、J——期刊文章；

5、D——学位论文 ；

6、R——研究报告 ；

7、S——标准 ；

8、P——专利  。

学术论文期刊具有很强的时效性，所以许多学者往往由于各方面的因素没有很好把握这一特性，就导致了使其失去价值。

在国际科学界，如何正确评价学术论文期刊越来越引起广泛的关注。大多数把SCI、SSCI收录的科技论文的多寡则被看作衡量学术论文期刊论文水平高低的重要评价指标。

扩展资料

参考文献著录格式  ：

1 、期刊作者．题名〔J〕 ．刊名，出版年，卷(期)∶起止页码  。

2、 专著作者．书名〔M〕 ．版本(第一版不著录)．出版地∶出版者，出版年∶起止页码  。

3、 论文集作者．题名〔C〕 ．编者．论文集名，出版地∶出版者，出版年∶起止页码  。

4 、学位论文作者．题名〔D〕 ．保存地点．保存单位．年份  。

5 、专利文献题名〔P〕 ．国别．专利文献种类．专利号．出版日期。

6、 标准编号．标准名称〔S〕  。

7、 报纸作者．题名〔N〕 ．报纸名．出版日期(版次) 。

8 、报告作者．题名〔R〕 ．保存地点．年份  。

参考资料来源：百度百科-参考文献

论文如何正确标注参考文献，word中怎么标注参考文献

英文：ASME Journal of Heat Transfer，International Journal of Heat and Mass Transfer等。雪无痕(站内联系TA)电机工程学报 动力工程学报 热能与动力工程（CSCD） 各大学学报（自然科学版）。。。missyou8326(站内联系TA)热能动力工程不是EI源了:cry:ylberyl(站内联系TA)中文的认为还是《中国电机工程学报》，两专家背靠背盲审，论文质量比较可靠，Ei检索。 工程热物理学报得参加会议，参加会议还不一定录。 再者就是推荐《热能动力工程》也比较正规，只是不被Ei检了。 然后《动力工程》，《热力发电》和《汽轮机技术》 节能技术也是核心期刊 不是国家核心，是科技核心。windkiller3707(站内联系TA)太阳能学报、燃料化学学报。EI源刊。sh0283(站内联系TA)燃烧科学与技术longerwell(站内联系TA)这个比较多了吧 太阳能学报 太阳能 国外的比较多 中文的认为还是《中国电机工程学报》，两专家背靠背盲审，论文质量比较可靠，Ei检索。 工程热物理学报得参加会议，参加会议还不一定录。 再者就是推荐《热能动力工程》也比较正规，只是不被Ei检了。 然后《动力 ... 补充一下：机械工程学报、燃烧科学与技术、化工学报。天也潇潇(站内联系TA)化工学报不错的动力小硕(站内联系TA)电机认可度比较高的，特别是咱们能源电力这块雪无痕(站内联系TA)化工学报审稿太严了。。ymgeng(站内联系TA)Combustion&Flame .....xiangqian327(站内联系TA)国际传热传质，哈尔滨工业大学学报ncccompany(站内联系TA)heat transfer雨吻梦里花(站内联系TA)化工学报也沾边的。。

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.

[2]Aguinis, H. and Glavas, A., 2012, “What We Know and Don't Know About Corporate Social Responsibility: A Review and Research Agenda”,Journal of Management, 38(4)，pp. 932-968.

[3]Altman, E.,1998' “Financial Ratio,Discriminant Analysis and the Prediction of Corporate Banlruptcy”? Journal of Finance, 23(4)，pp. 589-609.

[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