Research Article

Conservativeness Study on the Seismic Analysis Method for Research Reactor Plant Structure Based on TMSR-LF1

Table 7

Comparison results of the base shear force.

Analysis methodX (KN)Ratio (%)Y (KN)Ratio (%)Limit value (%)

Code spectrum analysis40,25339,392
Time history analysis
 Minimum value39,2369738,59697>65
 Maximum value51,91012948,931124<135
 Average values44,28311042,163107>80 and <120