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
Analysis of viscoelastic structural elements in the frequency domain
✍ Scribed by W. P. De Wilde; A. H. Cardon
- Publisher
- John Wiley and Sons
- Year
- 1989
- Tongue
- English
- Weight
- 365 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0029-5981
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