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- W2364465518 abstract "Basing on Riccati transmission matrix method the first ordered perturbance calculation method for the dynamic response of one dimensioned indefinite parametric structural system was presented.It need not be developed according to style of vibration while this method is applied to solving the dynamic response problems of one dimensioned structural system,therefore it could avoid error problem of modality sectioning brought by the matrix perturbation based on finite element method,thus raised the accuracy of analytical result.The calculation example carried out a first ordered perturbance analysis on the dynamic response problems of freely supported beam and of rotor of boiler water supply pump;there is a good coincidence between the result of first ordered perturbance calculation and the result of accurate calculation when e is comparatively small." @default.
- W2364465518 created "2016-06-24" @default.
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- W2364465518 date "2006-01-01" @default.
- W2364465518 modified "2023-09-24" @default.
- W2364465518 title "The first ordered perturbance transmission matrix method of dynamic response problems" @default.
- W2364465518 hasPublicationYear "2006" @default.
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