Classical and non-classical time history and spectrum analysis of soil-structure interaction systems
The problem of non-classical dynamic analysis of structures resting on flexible bases is studied in this paper. Because of presence of the underlying soil in the dynamic model of structure that acts like an energy sink, the damping matrix is not proportional to structural mass and stiffness and theo...
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Veröffentlicht in: | Bulletin of earthquake engineering 2017-03, Vol.15 (3), p.931-965 |
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Sprache: | eng |
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