Abstract
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.
| Original language | English |
|---|---|
| Pages (from-to) | 665-673 |
| Number of pages | 9 |
| Journal | Journal of Sound and Vibration |
| Volume | 322 |
| Issue number | 4-5 |
| DOIs | |
| Publication status | Published - 22 May 2009 |
Funding
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.
| Funders | Funder number |
|---|---|
| European Commission | GOCE-CT-2003-505448 |