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- W2386202904 abstract "A generalized algorithm for optimal control of structures subjected to earthquake excitation is presented based on a new understanding of the way in which the earthquake is input to a structural system. The extreme value for quadratic control objective function is derived by directly performing functional analysis, and the calculation is realized using the numerical method of state transition. An expression of control force is obtained, which includes both the effect of structural response and the external seismic excitation. The model for calculating the control force is conceptually improved compared to several existing optimal control algorithms. An expression of optimal control force coefficients is derived in replacement of the solving of traditional Riccati equation, which is a differential equation, and the efficiency of the calculation is thus improved. Simulation result shows that the proposed method is advantageous over the classical optimal control and instantaneous optimal algorithms in terms of control efficiency, and has almost the same stability with the classical optimal control algorithms." @default.
- W2386202904 created "2016-06-24" @default.
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- W2386202904 date "2004-01-01" @default.
- W2386202904 modified "2023-09-27" @default.
- W2386202904 title "A generalized algorithm for optimal control of structures subjected to seismic excitation" @default.
- W2386202904 hasPublicationYear "2004" @default.
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