AP1000 Shield Building Dynamic Response for Different Water Levels of PCCWST Subjected to Seismic Loading considering FSI

Table 4

The maximum transient data and the relative difference compared with Case I.

Response	Displacement (cm)	Acceleration (m/s^2)	von Mises stress (MPa)
Position	Point 1	Point 1	Point 2	Point 3
Case I	2.563 (0%)	13.410 (0%)	6.507 (0%)	8.563 (0%)
Case II	2.469 (3.66%)	12.580 (6.18%)	6.270 (3.64%)	8.265 (3.48%)
Case III	2.391 (6.71%)	11.599 (13.51%)	5.554 (14.60%)	7.330 (14.40%)
Case IV	2.269 (11.47%)	10.777 (19.63%)	5.096 (21.68%)	4.946 (42.24%)
Case V	2.163 (15.61%)	9.916 (26.05%)	4.801 (26.21%)	4.469 (47.81%)
Case VI	2.060 (19.63%)	9.194 (31.42%)	4.399 (32.40%)	4.001 (53.28%)