期刊
NONLINEAR DYNAMICS
卷 99, 期 1, 页码 109-122出版社
SPRINGER
DOI: 10.1007/s11071-019-05055-w
关键词
Method of multiple time scales; Fractional derivative expansion method; Free nonlinear damped vibrations; Internal resonance; Fractional derivative; Suspension bridge
资金
- Ministry of Science and Education of the Russian Federation [9.5138.2017/8.9]
The history of formulation of the efficient method for studying the nonlinear dynamic response of structures, damping features of which depend on natural frequencies of vibrations, is presented. This technique is the modified version of the method of multiple scales, the efficiency of which is illustrated by the examples of nonlinear vibrations of suspension bridges and plates subjected to the conditions of the internal resonances.
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