Research Article
Conservativeness Study on the Seismic Analysis Method for Research Reactor Plant Structure Based on TMSR-LF1
Table 12
Comparison of different seismic wave calculations results for the original structure and reinforced structure.
| | Seismic waves | Collapse (—)/non-collapse (maximum story drift ratio (×10−3 rad)) | | Original structure | Reinforced structure |
| | RH1TG045 | Collapse (—) | Noncollapse (0.822) | | RH3TG045 | Collapse (—) | Noncollapse (1.002) | | HectorMine-NO-1787 | Collapse (—) | Noncollapse (0.507) | | ImperialValley-06-NO-161 | Collapse (—) | Noncollapse (0.452) | | BORAHPEAK-ID-02-443 | Noncollapse (3.571) | Noncollapse (0.274) | | BIGBEAR-NO-1878 | Noncollapse (2.857) | Noncollapse (0.352) | | CHALFANT-04-NO-562 | Noncollapse (3.460) | Noncollapse (0.128) |
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