英文论文参考文献,菁选2篇【通用文档】

英文论文参考文献1　　[1]T.PaulayandJ.R.Binney.DiagonallyReinforcedcouplingbeamsofshearWalls[S].ACISpecialPubl下面是小编为大家整理的英文论文参考文献,菁选2篇【通用文档】,供大家参考。

英文论文参考文献,菁选2篇【通用文档】

英文论文参考文献1

　　[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-mi*318, 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

英文论文参考文献2

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