Özet
A challenge in the use of semiactive dampers for the earthquake response reduction is the development of implementable control algorithms. Exact optimal control resulting from the numerical solution to Euler-Lagrange equations requires a priori knowledge of earthquake in the control interval, which is not possible. This paper proposes a causal sub-optimal implementable control to reduce the earthquake response using an inherently nonlinear controllable fluid damper. The proposed method is basically based on the prediction of the near-future ground accelerations using maximum-entropy method. The earthquake response of low-rise, two degree of freedom (dof) base isolated structure is investigated for the proposed causal sub-optimal control and the resulting performance is compared to the exact optimal control and the uncontrolled case. The results show that the proposed control is promising in protecting the earthquake-excited buildings.
| Orijinal dil | İngilizce |
|---|---|
| Sayfa (başlangıç-bitiş) | 665-673 |
| Sayfa sayısı | 9 |
| Dergi | Journal of Sound and Vibration |
| Hacim | 322 |
| Basın numarası | 4-5 |
| DOI'lar | |
| Yayın durumu | Yayınlandı - 22 May 2009 |
Finansman
The author gratefully acknowledges the support from the European Commission for “ FP6 , LessLoss-Risk Mitigation for Earthquakes and Landslides ” ( http://www.lessloss.org/main/index.php , Contract no: GOCE-CT-2003-505448) and thanks M. Ozdilim for his help in evaluating the simulations.
| Finansörler | Finansör numarası |
|---|---|
| European Commission | GOCE-CT-2003-505448 |
BM SKH
Bu sonuç, aşağıdaki Sürdürülebilir Kalkınma Hedefine/Hedeflerine katkıda bulunur
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SKH 11 Sürdürülebilir Şehirler ve Topluluklar
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