Research Article
Study on the Response of Staggered Floor Isolated Structures in Mountainous Areas under Three-Dimensional Earthquakes
Table 2
The parameters of the isolated bearing.
| | Structural model | Nonseismically isolated structures | Isolated structure | | Maximum column bottom reaction force (kN) | Allowable compressive stress (MPa) | Minimum calculated diameter (mm) | Actual selection of the use of diameter (mm) | Actual compressive stress (MPa) |
| | Model | 6410.12 | 12 | 824.91 | 1000 | 8.12 | | Model | 6387.21 | 12 | 823.44 | 1000 | 8.08 | | Model | 6353.30 | 12 | 821.25 | 1000 | 8.02 |
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