Viscoelastic solids may be eectively treated by the boundary element method (BEM) in the Laplace domain. However, calculation of transient response via the Laplace domain requires the inverse transform. Since all numerical inversion formulas depend heavily on a proper choice of their parameters, a d
โฆ LIBER โฆ
Viscoelastic formulations of BEM in time and frequency domain
โ Scribed by L. Gaul; M. Schanz; C. Fiedler
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 322 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0955-7997
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In this paper two causal models that approximate the nearly frequency-independent cyclic behaviour of soils are analysed in detail. The study was motivated by the need to conduct time-domain viscoelastic analysis on soil structures without adopting the ad hoc assumption of Rayleigh damping. First, t