Vertical vibrations of an elastic foundation with arbitrary embedment within a transversely isotropic, layered soil

Vertical vibrations of an elastic foundation with arbitrary embedment within a transversely isotropic, layered soil

J. Labaki, E. Mesquita, R. K. N. D. Rajapakse

ARTIGO

Inglês

This paper introduces a numerical model to investigate the vibratory response of elastic and rigid circular plates embedded in viscoelastic, transversely isotropic, three-dimensional layered media. In the present numerical scheme, the boundary-value problem corresponding to the case of time-harmonic...

CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO - CNPQ

COORDENAÇÃO DE APERFEIÇOAMENTO DE PESSOAL DE NÍVEL SUPERIOR - CAPES

FUNDAÇÃO DE AMPARO À PESQUISA DO ESTADO DE SÃO PAULO - FAPESP

Fechado

Vertical vibrations of an elastic foundation with arbitrary embedment within a transversely isotropic, layered soil

J. Labaki, E. Mesquita, R. K. N. D. Rajapakse


										

Vertical vibrations of an elastic foundation with arbitrary embedment within a transversely isotropic, layered soil

J. Labaki, E. Mesquita, R. K. N. D. Rajapakse

    Fontes

    Computer modeling in engineering & sciences

    Vol. 103, no. 5 (2014), p. 281-313