STRUCTURAL DAMAGE DETECTION OF SPACE TRUSS STRUCTURES USING BEST ACHIEVABLE EIGENVECTORS

A method is presented by which measured modes and frequencies from a modal test can be used to determine the location and magnitude of damage in a space truss structure. The damage is located by computing the Euclidean distances between the measured mode shapes and the best achievable eigenvectors. The best achievable eigenvectors are the projection of the measured mode shapes onto the subspace defined by the refined analytical model of the structure and the measured frequencies. Loss of both stiffness and mass properties can be located and quantified. To examine the performance of the method when experimentally measured modes are employed, various damage detection studies using a laboratory eight-bay truss structure were conducted. The method performs well even though the measurement errors inevitably make the damage location more difficult.