Passive control system for seismic protection of a multi-tower cable-stayed bridge |
Geng, Fangfang
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University)
Ding, Youliang (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University) Song, Jianyong (Research Institute of Highway Ministry of Transport) Li, Wanheng (Research Institute of Highway Ministry of Transport) Li, Aiqun (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University) |
1 | He, G.J., Zou, Z.Q., Ni, Y.Q. and Ko, J.M. (2009), "Seismic response analysis of multi-span cable-stayed bridge", Proceedings of the 2nd International Conference on Advances in Concrete and Structures, Changsha, China, 737-742. |
2 | Iemura, H. and Pradono, M.H. (2009), "Advances in the development of pseudo-negative-stiffness dampers for seismic response control", Struct. Control Health Monit., 16(7-8), 784-799. |
3 | Lang, Z.Q., Guo, P.F. and Takewaki, I. (2013), "Output frequency response function based design of additional nonlinear viscous dampers for vibration control of multi-degree-of-freedom systems", J. Sound Vib., 332(19), 4461-4481. DOI |
4 | Li, H., Liu, J.L. and Ou, J.P. (2011), "Seismic response control of a cable-stayed bridge using negative stiffness dampers", Struct. Control Health Monit., 18(3), 265-288. DOI |
5 | Murakami, Y., Noshi, K., Fujita, K., Tsuji, M. and Takewaki, I. (2013), "Simultaneous optimal damper placement using oil, hysteretic and inertial mass dampers", Earthq. Struct., 5(3), 261-276. DOI |
6 | Barre, C., Flamand, O. and Grillaud, G. (1999), "The Millau viaduct - Special wind studies for an exceptional structure", Proceedings of the 10th International Conference on Wind Engineering, Copenhagen, Denmark, 833-836. |
7 | Bontempi, F., Casciati, F. and Giudici, M. (2003), "Seismic response of a cable-stayed bridge: active and passive control systems (Benchmark problem)", J. Struct. Control, 10(3-4), 169-185. DOI ScienceOn |
8 | Camara, A., Ruiz-Teran, A.M. and Stafford, P.J. (2013), "Structural behaviour and design criteria of underdeck cable-stayed bridges subjected to seismic action", Earthq. Eng. Struct. Dyn., 42(6), 891-912. DOI ScienceOn |
9 | Ni, Y.Q., Wang, J.Y. and Lo, L.C. (2005), "Influence of stabilizing cables on seismic response of a multispan cable-stayed bridge", Computer-Aided Civil Inf. Eng., 20(2), 142-153. DOI ScienceOn |
10 | Virlogeux, M. (1999), "Recent evolution of cable-stayed bridges", Eng. Struct., 21(8), 737-755. DOI ScienceOn |
11 | Papanikolas, P. (2003), "The Rion-Antirion multispan cable-stayed bridge", Proceedings of the 2nd MIT Conference on Computational Fluid and Solid Mechanics, Cambridge, MA, 548-552. |
12 | Takewaki, I. (2009), Building control with passive dampers:-Optimal performance-based design for earthquakes, John Wiley & Sons Ltd. (Asia). |
13 | Fujino, Y. and Siringoringo, D. (2013), "Vibration mechanisms and controls of long-span bridges: a review", Struct. Eng. Int., 23(3), 248-268. DOI |
14 | Domaneschi, M. (2010), "Feasible control solutions of the ASCE benchmark cable-stayed bridge", Struct. Control Health Monit., 17(6), 675-693. |
15 | Domaneschi, M. and Martinelli, L. (2012), "Performance comparison of passive control schemes for the numerically improved ASCE cable-stayed bridge model", Earthq. Struct., 3(2), 181-201. DOI ScienceOn |
16 | Fallah, A.Y. and Taghikhany, T. (2013), "Time-delayed decentralized H2/LQG controller for cable-stayed bridge under seismic loading", Struct. Control Health Monit., 20(3), 354-372. DOI |
17 | He, W.L. and Agrawal, A.K. (2007), "Passive and hybrid control systems for seismic protection of a benchmark cable-stayed bridge", Struct. Control Health Monit., 14(1), 1-26. DOI |
![]() |