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...
| 发表在: | Earthquake engineering & structural dynamics. 37, 7 (2008). |
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| 格式: | 文件 |
| 语言: | English |
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