DONG Man-sheng, GE Fei, ZHANG Shuang-yin, HONG You-shi. Dynamic Equations of Curved Submerged Floating Tunnel[J]. Applied Mathematics and Mechanics, 2007, 28(10): 1157-1165.
Citation: DONG Man-sheng, GE Fei, ZHANG Shuang-yin, HONG You-shi. Dynamic Equations of Curved Submerged Floating Tunnel[J]. Applied Mathematics and Mechanics, 2007, 28(10): 1157-1165.

Dynamic Equations of Curved Submerged Floating Tunnel

  • Received Date: 2006-01-17
  • Rev Recd Date: 2007-08-05
  • Publish Date: 2007-10-15
  • In virtue of reference Cartesian coordinates,geometrical relations of spatial curved structure were presented in orthogonal curvilinear coordinates.Dynamic equations for helical girder were derived by Hamilton principle.These equations indicate that four generalized displacements are coupled with each other.When spatial structure degenerates into planar curvilinear structure,two generalized displacements in two perpendicular planes are coupled with each other.Dynamic equations for arbitrary curvilinear structure may be obtained by the method used.
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  • [1]
    董满生,葛斐,洪友士. 曲线形水中悬浮隧道的温度内力研究[J].工程力学,2006,23(S1):21-24.
    [2]
    葛斐,董满生,惠磊,等.水中悬浮隧道锚索在波流场中的涡激动力响应[J].工程力学,2006,23(S1):217-221.
    [3]
    Tveit P. Ideals on downward arched and other underwater concrete tunnels[J].Tunneling and Underground Space Tech,2000,15(1):69-78. doi: 10.1016/S0886-7798(00)00031-6
    [4]
    Brancaleoni F, Castellani A, D’Asdia P. The response of submerged tunnels to their environment[J].Eng Struct,1989,11(1):47-56. doi: 10.1016/0141-0296(89)90032-1
    [5]
    Remseth S, Leira B J, Okstad K M,et al.Dynamic response and fluid/structure interaction of submerged floating tunnels[J].Computers and Structures,1999,72(4):659-685. doi: 10.1016/S0045-7949(98)00329-0
    [6]
    Fogazzi P, Perotti F.Dynamic response of seabed anchored floating tunnels under seismic excitation[J].Earthquake Engineering and Structural Dynamics,2000,29(3):273-295. doi: 10.1002/(SICI)1096-9845(200003)29:3<273::AID-EQE899>3.0.CO;2-Z
    [7]
    Chai H Y,Jon P Fehrenbach. Natural frequency of curved girder[J].Journal of the Engineering Mechanics Division, ASCE,1981,107(4):339-354.
    [8]
    Schelling D R, Galdos N H,Sahin M A. Evaluation of impact factors for horizontally curved steel box bridges[J].Journal of Structural Engineering, ASCE,1992,118(11):3203-3221. doi: 10.1061/(ASCE)0733-9445(1992)118:11(3203)
    [9]
    Galdos N H, Schelling D R, Sahin M A. Methodology for impact factor for horizontally curved steel box bridge[J].Journal of Structural Engineering, ASCE,1993,119(6):1917-1934. doi: 10.1061/(ASCE)0733-9445(1993)119:6(1917)
    [10]
    Snyder J M, Wilson J F. Free vibrations of continuous horizontally curved beams[J].Journal of Sound and Vibration,1992,157(2):345-355. doi: 10.1016/0022-460X(92)90686-R
    [11]
    Fam A R M, Turkstra C.Model study of horizontally curved box girder[J].Journal of the Structural Division, ASCE,1976,102(5):1097-1108.
    [12]
    Muppidi N R. Lateral vibrations of plane curved bars[J].Journal of the Structural Division, ASCE,1968,94(10):2197-2212.
    [13]
    叶敏,肖龙翔.分析力学[M].天津:天津大学出版社, 2001.
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