Review Article
Survey on Major Worldwide Regulations on Seismic Base Isolation of Buildings
Table 18
Design parameters for static linear analysis of the example hospital buildings.
| Case | Reduction factor due to damping | Spectral ordinate (5% damping,475 years return period) | Damping 27% for high seismicity (Sa(0) = 0.4 g) | Damping 25% for medium seismicity (Sa(0) = 0.2 g) | High seismicity (Sa(0) = 0.4 g) | Medium seismicity (Sa(0) = 0.2 g) |
| Japan | 0.405 | 0.429 | 0.2110 | 0.1121 | China | γ = 0.785, η1 = 0.00259, η2 = 0.570 | γ = 0.789, η1 = 0.0033, η2 = 0.583 | 0.1921 | 0.0974 | Russia | 0.559 | 0.577 | 0.3860 | 0.1950 | Italy | 0.559 | 0.577 | 0.1274 | 0.0720 | The USA (ASCE 7-10 2010) | 0.577 | 0.597 | 0.1529 | 0.0813 | The USA (ASCE 7-16 2016) | 0.577 | 0.597 | 0.1318 | 0.0696 | Chile | 0.444 | 0.461 | 0.1628 | 0.0920 |
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