Time-domain viscoelastic analysis of earth structures.
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...
| 發表在: | Earthquake engineering & structural dynamics. 29, 6 (2000). |
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| 格式: | Article |
| 語言: | 英语 |
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