| [1] Agrawal A, Tan P, Nagarajaiah S, et al. Benchmark structural control problem for a seismically excited highway bridge—Part I: Phase I problem definition[J]. Structural Control and Health Monitoring, 2009, 16(5): 509-529.[2] Tan P, Agrawal A K. Benchmark structural control problem for a seismically excited highway bridge—part II: phase I sample control designs[J]. Structural Control and Health Monitoring, 2009, 16(5): 530-548.[3] Ali S, Ramaswamy A. Optimal dynamic inversion-based semi-active control of benchmark bridge using MR dampers[J]. Structural Control and Health Monitoring, 2009, 16(5): 564-585.[4] Ning X L, Tan P, Huang D Y, et al. Application of adaptive fuzzy sliding mode control to a seismically excited highway bridge[J]. Structural Control and Health Monitoring, 2009, 16(6): 639-656.[5] Nagarajaiah S, Narasimhan S, Agrawal A, et al. Benchmark structural control problem for a seismically excited highway bridge—Part III: phase II sample controller for the fully base-isolated case[J]. Structural Control and Health Monitoring, 2009, 16(5): 549-563.[6] Hiramoto K, Matsuoka T, Sunakoda K, et al. Bang-bang type semi-active control of civil structures: a prediction-based approach[J]. Journal of System Design and Dynamics, 2010, 4(1): 103-114.[7] Maddaloni G, Caterino N, Occhiuzzi A. Semi-active control of the benchmark highway bridge based on seismic early warning systems[J]. Bulletin of Earthquake Engineering, 2011, 9(5): 1703-1715.[8] 陈水生, 马涌泉. 基于MRD与LRB混合控制的隔震连续梁桥地震响应[J]. 北京工业大学学报, 2013, 39(3): 378-384.Chen S S, Ma Y Q. Seismic responses of isolated continuous girder bridges based on hybrid control of MRD and LRB[J]. Journal of Beijing University of Technology, 2013, 39(3): 378-384. (in Chinese)[9] Nakhmani A, Lichtsinder M, Zeheb E. Generalized bode envelopes and generalized Nyquist theorem for analysis of uncertain systems[J]. International Journal of Robust and Nonlinear Control, 2011, 21(7): 752-767.[10] 马涌泉, 陈水生. 基于屈服强度与支座分布影响的LRB隔震效果研究[J]. 西安理工大学学报, 2011, 27(3): 373-378. Ma Y Q, Chen S S. Research on the influence of yield strength and bearings distribution on isolated effectiveness of LRB[J]. Journal of Xi'an University of Technology, 2011, 27(3): 373-378. (in Chinese)[11] JTG/TB02-01-2008. 公路桥梁抗震设计细则[S]. 北京: 人民交通出版社, 2008. JTG/TB02-01-2008. Guidelines for seimic design of high-way bridge[S]. Beijing: China Communications Press, 2008. (in Chinese) |
