1976
DOI: 10.2514/3.7259
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Modal coupling in lightly damped structures

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Cited by 80 publications
(22 citation statements)
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“…In fact, in that case the coupling between the models should be accounted and any uncoupled formulation, as Eq. (7), should not be pursued (Hasselman, 1976(Hasselman, , 1977Flax, 1977).…”
Section: Article In Pressmentioning
confidence: 97%
“…In fact, in that case the coupling between the models should be accounted and any uncoupled formulation, as Eq. (7), should not be pursued (Hasselman, 1976(Hasselman, , 1977Flax, 1977).…”
Section: Article In Pressmentioning
confidence: 97%
“…The modal residues are generally complex, however, the imaginary parts are small for very low levels of damping and significant spacing of modal frequencies [14]. Thus the method is restricted to cases where the vibration response to the harmonic is dominated by the mode of interest.…”
Section: Computing Scaled Modal Residuesmentioning
confidence: 99%
“…A computer program for this method may be obtained by minor modifications to an existing program for step-by-step time integration. The authors believe that this method is numerically robust since it consists of direct integration of transformed equations (for which well-known stable and accurate schemes such as Newmark's constant average acceleration can be used) and an algebraic addition as in equation (4). Also, if the stiffness matrix exists already in a decomposed form, as in most computer programs, then evaluation of {y"} and hence {JJ} is quite efficient.…”
Section: Other Existing Methodsmentioning
confidence: 99%