Structural response can be affected by randomness under two different points of view – either in the forcing process and/or in the structural behaviour. Various approaches can be employed to investi-gate the structural response, among which polynomial chaos and perturbation approaches can be found.
A new method of generation of nonlinear normal modes for nonlinear dynamics of disordered structures / Luca, Facchini; Michele, Rizzo. - CD-ROM. - (2011), pp. 1-11. (Intervento presentato al convegno COMPDYN 2011 III ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering nel 26–28 May 2011).
A new method of generation of nonlinear normal modes for nonlinear dynamics of disordered structures
FACCHINI, LUCA;RIZZO, MICHELE
2011
Abstract
Structural response can be affected by randomness under two different points of view – either in the forcing process and/or in the structural behaviour. Various approaches can be employed to investi-gate the structural response, among which polynomial chaos and perturbation approaches can be found.
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