부산대학교 도서관

The vector ARMA model is structured by the contrability transformation of the discrete state equation for the dynamic equation of a highway bridge. Structural identification for the vector ARMA model is performed by the impulse testing using least-squares method. The discrete bridge-vehicle system equation is constructed by the vector ARMA model of bridge generated by the experiment and discrete vehicle equation. The covariance equation for the discrete bridge-vehicle-road surface model is derived. Authors proposed the estimation method for the bridge vibration level (r.m.s. value).