Structural Control by Pole Assignment Method

Abstract
Most of the application of active control theory to the control of civil engineering structures were based on a trial and error method, optimal control method, and modal control method. In this paper, the pole assignment method and its application to the control of a long span bridge under a deterministic moving load are shown. Although the pole assignment method is similar in concept to the modal control method, the former provides a more general and systematic design procedure available for a system of any order and any number of measurements.

This publication has 0 references indexed in Scilit: