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- W2130396991 abstract "This study develops and illustrates a dynamic model for vibration analysis of rod and beam elements with arbitrary mass distributions. This arbitrary mass model represents the element shape function using a frequency dependent series that becomes exact as the number of terms in the series approaches infinity. The arbitrary mass model yields the natural frequencies and modes of elements with mass distributions which vary as continuous functions of the spanwise co-ordinate. The arbitrary mass model, implemented using the unsymmetric formulation for vibration analysis, is illustrated in examples and compared with other dynamic models which use stepped mass representations to model the arbitrary mass distributions. Studies show that the arbitrary mass model is more computationally efficient than the stepped mass representation models, particularly when accuracy requirements are high." @default.
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- W2130396991 date "1990-05-01" @default.
- W2130396991 modified "2023-09-23" @default.
- W2130396991 title "Dynamic modelling of skeletal systems with arbitrary mass distributions" @default.
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- W2130396991 doi "https://doi.org/10.1002/nme.1620290608" @default.
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