作者: A. Buchacz
DOI: 10.1016/J.JMATPROTEC.2004.09.005
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摘要: Abstract The dynamical flexibility of continuous free systems with definite frequency spectrum and cascade structure has the alternating: pole, zero, etc. zero value is always a pole. On other hand, in case but fixed at one side, respectively. zero. In this paper method distribution characteristics into partial fraction recurrent represented by graphs were applied order to structural modification vibrating mechanical system structure.