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Hybrid control of seismic-excited bridge structures

✍ Scribed by J. N. Yang; J. C. Wu; K. Kawashima; S. Unjoh

Publisher
John Wiley and Sons
Year
1995
Tongue
English
Weight
990 KB
Volume
24
Category
Article
ISSN
0098-8847

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## Abstract Generally, the active structural control system belongs to the discrete‐time control system, and the sampling period is one of the most important factors that would directly affect the performance of the control system. In this paper, active control approaches by using the discrete‐time