This paper discusses the new aspects of the formulation for structural
model updates presented by Larsson and Sas at the 10th International
Modal Analysis Conference held in San Diego, California in February 19
91. First, a closed-form representation of the reduced impedance matri
x is presented. It clarifies the issues associated with the range of t
he excitation frequencies used in model updates. Second, the applicabl
e range of excitation frequencies is considered through an example whe
re low frequency local modes are present. Third, the computational asp
ects of this algorithm are studied. It is shown that displacement sens
itivity vectors corresponding to the virtual loads are critical in the
computation of the reduced impedance matrix sensitivity. Finally, app
licability of this algorithm for approximate frequency responses in st
ructural optimization is studied. Numerical results are included to il
lustrate the essence of this formulation.