Effect of Observation Spillover on Frequency Adaptive Feedback Controlled Structural System
摘要
In this work, the adverse effects of an observer design have been investigated by viewing the control of a selected set of modes of a multi-degree-of-freedom structural system, based on a recently developed linear frequency adaptive control algorithm. A closed-form expression that incorporates the observer has been developed using a Luenberger observer based on the adopted control mechanism. The robustness and stability of the new control algorithm due to the observer are assessed through a numerical example of a multi-degree-of-freedom system subjected to external excitations. The dynamic response parameters such as floor displacement and floor acceleration are studied for the performance assessment of the structural system.