Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift

Table 6

Strain response results for foundation slab (in με).

Number	Intensity	Test		FEA
		Min	Max	Min	Max
1	Frequent	−45	52	−54	40
2		−53	57	−45	55
3		−69	59	−57	20
4	Moderate	−158	190	−154	270
5	Rare	−154	156	−111	196
6	Destructive	−242	246	−250	250

Note. Compression is negative and tension is positive.