Research Article
Conservativeness Study on the Seismic Analysis Method for Research Reactor Plant Structure Based on TMSR-LF1
Table 5
The results of the response spectrum analysis.
| | Parameters | X direction | Y direction | Limiting value | Evaluation |
| | Maximum displacement ratio | 1.15 | 1.33 | <1.5 | Pass | | Minimum shear capacity ratio | 0.96 | 0.96 | ≥0.8 | Pass | | Maximum story drift ratio under frequent earthquakes (×10−3 rad) | 0.125 | 0.449 | <1.25 | Pass | | Maximum story drift ratio under fortification earthquakes (×10−3 rad) | 0.364 | 1.154 | <2.50 | Pass |
|
|
