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A new closed-open-loop optimal control algorithm is proposed that has been derived by minimizing the sum of the quadratic time-dependent performance index and the seismic energy input to the structural system. We modify the developed algorithm as to be able to take into account the dynamic soil-structure interaction phenomena. Structural responses are well suppressed not only for the system with soil-structure interaction effect and also for that without one.
Tadanobu Sato
"Predictive control of seismic response of structure taking into account the soil-structure interaction", Proc. SPIE 1777, First European Conference on Smart Structures and Materials, 17771F (1 May 1992); https://doi.org/10.1117/12.2298074
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Tadanobu Sato, "Predictive control of seismic response of structure taking into account the soil-structure interaction," Proc. SPIE 1777, First European Conference on Smart Structures and Materials, 17771F (1 May 1992); https://doi.org/10.1117/12.2298074