Optimal distribution of linear control intensity over the frequency range.
In this paper, a control strategy for structural systems is proposed and developed in the frequency domain. The algorithm is substantially based on a linear derivative feedback and a convolution of the control parameter, whose distribution in the frequency field is chosen in such a manner as to comp...
| Published in: | Earthquake engineering & structural dynamics. 32, 2 (2003). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |