Generalized Optimal Active Control Algorithm for Seismic-resistant Structures with Active and Hybrid Control
Abstract
The paper presents several optimal control algorithms including Riccati and instantaneous algorithms (ROAC and IOAC), generalized optimal control algorithm (GOAC), along with state control and state-slope control gain matrices. The strength and weaknesses of these algorithms are assessed and illustrated with numerical examples. It is concluded that GOAC is better than ROAC and IOAC in performance and that hybrid control is more effective in reducing structural response than active or passive devices only. Selection of state control or state-slope control gain matrix depends on the characteristics of the passive device.
Recommended Citation
F. Y. Cheng, "Generalized Optimal Active Control Algorithm for Seismic-resistant Structures with Active and Hybrid Control," International Journal of Computer Applications in Technology, vol. 13, no. 1, pp. 42 - 51, Inderscience, Jan 2000.
The definitive version is available at https://doi.org/10.1504/ijcat.2000.000222
Department(s)
Civil, Architectural and Environmental Engineering
International Standard Serial Number (ISSN)
0952-8091
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 Inderscience, All rights reserved.
Publication Date
01 Jan 2000
