Phase II Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges
作者： J. M. Caicedo , S. J. Dyke , S. J. Moon , L. A. Bergman , G. Turan
DOI: 10.1002/STC.23
关键词:
摘要: … This paper presents the second generation of benchmark control problems for cable-stayed bridges. In this problem the ground acceleration may be applied in any arbitrary direction, …
core.ac.uk
sci-hub.se 参考文章(7)
Anil K. Chopra, Dynamics of Structures: Theory and Applications to Earthquake Engineering ,(1995)
R. E. Skelton, Dynamic Systems Control: Linear Systems Analysis and Synthesis ,(1988)
Robert F. Stengel, Stochastic Optimal Control: Theory and Application ,(1986)
B. F. Spencer, S. J. Dyke, H. S. Deoskar, Benchmark problems in structural control: part I—Active Mass Driver system Earthquake Engineering & Structural Dynamics. ,vol. 27, pp. 1127- 1139 ,(1998) , 10.1002/(SICI)1096-9845(1998110)27:11<1127::AID-EQE774>3.0.CO;2-F
S. J. Dyke, J. M. Caicedo, G. Turan, L. A. Bergman, S. Hague, Phase I Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges Journal of Structural Engineering. ,vol. 129, pp. 857- 872 ,(2003) , 10.1061/(ASCE)0733-9445(2003)129:7(857)
John C. Wilson, Wayne Gravelle, Modelling of a cable-stayed bridge for dynamic analysis Earthquake Engineering & Structural Dynamics. ,vol. 20, pp. 707- 721 ,(1991) , 10.1002/EQE.4290200802
Steven T. Hague, Composite Design for Long Span Bridges Building to Last. pp. 51- 55 ,(1997)