Abstract :
Structures vibrate, and sometimes with frequencies that are not wanted. Structures are commonly required to be
resonance-free within certain frequency ranges, and if they do have undesirable frequencies, these can be moved by
changing the structure stiness, or mass, or both. A mixed stiness/¯exibility formulation of the vibration problem
presents alternative condensations to stiness and ¯exibility eigenvalue equations for an altered structure. The ¯exibility
form gives more compact equations, and this is developed to solve a parent problem where a structure has a single
frequency in a nominated band, to be removed by adjusting the stiness of a brace stressing the structure in a single
way. Interestingly, if the original eigenvalue problem has a Sturm sequence, the frequency exclusion problem can be
solved without determining any frequency or mode of the original structure
Keywords :
Eigenvalue problem , Frequency exclusion , bracing , vibration frequency