论文英文参考文献样本

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. W.etal., 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 L.2007, “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 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.

[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