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Tài liệu tham khảo | Loại | Chi tiết |
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[1] Nguyễn Lê Ninh, 2013. Động đất và thiết kế công trình chịu động đất. Nhà xuất bản Xây dựng, Hà Nội | Khác | |
[4] Chopra, A.K., 2012. Dynamics of structures Theory and Applications to Earthquake Engineering. 4 th edition, Prentice Hall, New Jersey | Khác | |
[5] Keightley, W.O., 1977. Building damping by Coulomb friction. 6 th WCEE, New elhi, India, Jan | Khác | |
[6] Keightley, W.O., 1979. Prestressed walls for damping earthquake motions in buildings. Report of Dept. of Civil Engrg., Montana State Univ. to National Science Foundation, Sept | Khác | |
[7] Constantnou, M.C., Reinhorn, A.M., Mokha, A. and Watson, R., 1991. Displacement control device for base-isolated bridge.Earthquake Spectra, 7(2) | Khác | |
[8] Grigorian, C.E. and Popov, E.P., 1993. Slotted bolted connections for energy dissipation. Proc. ATC-17-1 Seminar on Seismic Isolation, Oassive Energy Dissipation, and Actice Control, San Francisco, March | Khác | |
[9] Nims, D.K., Inaudi, J.A., Richter, P.J. and Kelly, J.M., 1993. Application of the energy issipation restraint to buildings. Proc | Khác | |
[10] Kasai, K. Munshi, J.A., Lai, M.L and Maison, B.F., 1993. Viscoelastic damper hysteretic model: theory, experiment, and application. Proc. ATC-17-1 Seminar on Seismic Isolation, Oassive Energy Dissipation, and Actice Control, San Francisco, March | Khác | |
[11] Bergman, D.M. and Goel, S.C., 1987. Evaluation of cyclic testing of steelplate-devices for added damping and stiffness. Report UMCE 87-10, Univ. of Michigan, Nov | Khác | |
[12] Waburton, G.B., and Ayorinde, E. O., 1980. Optimum absorber parameters for simple systems. Eathquake Engrg. And Struct. Dyn., 8, pp.197-217 | Khác | |
[13] Randall, S. E., Halste, D. M., and Taylor, D. L., 1981. Optimum vibration absorbers for linear damped systems. J. Mech. Des., 103, pp.908-913 | Khác | |
[14] Tsai, C.S and Lee, H.H., 1993. Application of viscoelastic dampers to high-rise buildings. ASCE J. Struct. Eng., 119(4), pp.1222-1233 | Khác | |
[15] Villaverde, R., 1998. Roof isolation system to reduce to reduce seismic response of buildings: a premilinary assessment.Earthquake Spectra 14(3), pp.521-532 | Khác | |
[16] Kareem, A., and S. Kline., 1995. Performance of Multiple Mass Dampers Under Random Loading. Journal of Structural Engineering, 121(2), pp.348-361 | Khác | |
[17] Tamura, Y., Fuji, K., Sato, T., Wakahara, T. and M. Kosugi., 1988. Wind Induced Vibration of Tall Towers and Practical Applications of Tuned Sloshing Dampers, Proceedings of Symposium/Workshop on Serviceability of Buildings, Ottawa, Canada, 1(228) | Khác | |
[18] Banavalkar, P. V. and N. Isyumov., 1998. Tuned Mass Damping System to Control Wind-Induced Accelerations of Washington National Airport Air Traffic Tower Control Tower. Proceedings of Structural Engineers World congress. San Francisco, CD-Rom:T179-2 | Khác | |
[19] Breukeman, B., Irwin, P., Gamble, S., and G. Stone., 1998. The Practical Application of Vibration Absorbers in Controlling Wind Serviceability & Fatigue Problems. Proceedings of Structural Engineers World Congress, San Francisco, CD-Rom: T179-2 | Khác | |
[20] Modi, V.J. and F. Welt., 1987. Vibration Control Using Nutation Dampers. International Conference on Flow Induced Vibrations, London, England, pp.369-376 | Khác | |
[21] Tamura, K., et al., 1992. Study on application of hybrid mass damper system to a tall builing. Trans, Japan National Symposium on Active Structural Control, March (in Japanese) | Khác | |
[22] Isyumov, N., 1993. Criteria for Acceptable Wind-Induced Motions of Tall Buildings. International Coference on Tall Buildings, Council on Tall Buildings and urban Habitat, Rio de Janerio | Khác |
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