Research Article
Pounding Dynamic Responses of Sliding Base-Isolated Rectangular Liquid-Storage Structure considering Soil-Structure Interactions
Table 1
Parameters of the foundation.
| | Soil profile type | Shear wave velocity
(m/s) | Soil density
(kg/m3) | Poisson’s ratio
| Modulus of elasticity
(MPa) | Damping ratio
(%) |
| | Soft soil | 150 | 1900 | 0.30 | 6.12 | 5 |
|
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