“…The resolution of this inverse problem has been extensively studied over the past three decades. The most widespread approaches are based on the transfer functions matrix of the structure under test [1,2,3,4,5], that can be numerically computed [2,6] or measured [7,8,9]. There exists, however, alternative approaches based on the numerical calculation of a local operator corresponding to the dynamic stiffness of a part of the structure [10,11,12,13,14].…”