Linearization and first-order expansion of the rocking motion of rigid blocks stepping on viscoelastic foundation.
In structural mechanics there are several occasions where a linearized formulation of the original non-linear problem reduces considerably the computational effort for the response analysis. In a broader sense, a linearized formulation can be viewed as a first-order expansion of the dynamic equilibr...
| Vydáno v: | Earthquake engineering & structural dynamics. 37, 7 (2008). |
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| Hlavní autor: | |
| Médium: | Článek |
| Jazyk: | English |
| Témata: |