Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift

Table 3

Weight of each layer.

Test model (t)				Prototype model (t)	Similarity ratio
Floor	Dead	Additional	Total
Baseplate	7.04	6.93	13.97	24146.90	1/1728
Basement	1.45	0.57	2.02	3483.35
1	1.05	1.01	2.06	3553.00
2	1.03	0.95	1.98	3420.09
3	0.65	0.89	1.54	2664.79
4	0.66	0.65	1.31	2268.62
Total	11.88	11.00	22.88	39536.75