RANDOM RESPONSES OF A TWO-DEGREE-OF-FREEDOM STRUCTURE WITH STRONGLY NONLINEAR COUPLING AND PARAMETRIC INTERACTION

This paper investigates the random responses of a TDOF structurewith strongly nonlinear coupling and parametric vibration. With the nonlinear cou-pling of inertia in the equations of motion of the system being removed by successiveelimination, the non-Gaussian moment equation method (NGM) is applied...

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Veröffentlicht in:Acta mechanica Sinica 1993-08, Vol.9 (3), p.240-250
1. Verfasser: 张森文 陈奎孚 赵洪辉
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description This paper investigates the random responses of a TDOF structurewith strongly nonlinear coupling and parametric vibration. With the nonlinear cou-pling of inertia in the equations of motion of the system being removed by successiveelimination, the non-Gaussian moment equation method (NGM) is applied and 69moment equations are integrated with central cumulative truncation technique. Thestochastic central difference-cum-statistical linearization method(SCD-SL) and thedigital simulation method(DSM) are also used. A comparison of results by differentmethods are given and the SCD-SL method is the most efficient method.
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subjects central
cummulative
difference-cum-statistical
digital
DSM
eli
equation
linearization
method
moment
NGM
non-Gaussian
nonlinear
random
response
SCD-SL
simulation
stochastic
successive
system
technique
truncation
title RANDOM RESPONSES OF A TWO-DEGREE-OF-FREEDOM STRUCTURE WITH STRONGLY NONLINEAR COUPLING AND PARAMETRIC INTERACTION
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