Large displacement behaviour of a structural model with foundation uplift under impulsive and earthquake excitations.
This paper considers the dynamical behaviour of a structural model with foundation uplift. The equations of motion of the system considered are derived for large displacements thus allowing for the eventual overturning of the system. The transition conditions between successive phases of motion, der...
| Xuất bản năm: | Earthquake engineering & structural dynamics. 32, 3 (2003). |
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| Tác giả chính: | |
| Định dạng: | Bài viết |
| Ngôn ngữ: | English |
| Những chủ đề: |