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论文的英文文献 [1] T. Paulay and J. R. Binney. Diagonally Reinforced coupling beams of shear Walls[S].ACI Special Publication 42, Detroit, , 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, （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, [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, , 66（5）：622-633 [5] Xie Q. State of the art of buckling-restrained braces inAsia[J]. Journal of Construction Steel Research, , 61（6）：727-748 [6] Kim J,Chou H. Behavior and design of structures with buckling-restrained braces[J].Structural Engineering, ,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, , 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 :- [9] Qihong Zhao. Cyclic Behavior of traditional and Innovative Composite Shear Walls[J]. Journal of Structural Engineering, Feb. :271-284 [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, , 13（1）：216-222. [2] Shahir H, Pak A. Estimating liquefaction-induced settlement of shallow foundations by numerical approach[J]. Computers and Geotechnics, , 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; . [4] Kemal Hac efendio lu. Stochastic seismic response analysis of offshore wind turbine including fluid�\structure�\soil interaction[J]. Struct. Design Tall Spec. Build.,, [5] Arablouei A, Gharabaghi A R M, Ghalandarzadeh A, et al. Effects of seawater�Cstructure�Csoil interaction on seismic performance of caisson-type quay wall[J]. Computers &Structures, , 89（23）： -. [6] Zafeirakos A, Gerolymos N. On the seismic response of under-designed caisson foundations[J]. Bulletin of Earthquake Engineering, : 1-36. [7] Snyder B, Kaiser M J. Ecological and economic cost-benefit analysis of offshore wind energy[J]. Renewable Energy, , 34（6）： -. [8] Ding H, Qi L, Du X. Estimating soil liquefaction in ice-induced vibration of bucket foundation[J]. Journal of cold regions engineering, , 17（2）： 60-67. [9] Shooshpasha I, Bagheri M. The effects of surcharge on liquefaction resistance of silty sand[J]. Arabian Journal of Geosciences, : 1-7. [10] Bhattacharya S, Adhikari S. Experimental validation of soil�Cstructure interaction of offshore wind turbines[J]. Soil dynamics and earthquake engineering, , 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. ,97（9）： - [12] W. D. Liam Finn, Geoffrey R.Martin, Kwok W.Lee. An effective stress model for liquefaction. Journal of the Geotechnical Engineering Division, , 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 , , 本文来源：https://www.dywdw.cn/9e5f2651856fb84ae45c3b3567ec102de2bddf20.html
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2023-10-03
