Research Article

Analysis of Seismic Soil-Structure Interaction for a Nuclear Power Plant (HTR-10)

Figure 12

FRS results at typical floor levels in and directions.
(a) FL −17 m direction
(b) FL −17 m direction
(c) FL +11 m direction
(d) FL +11 m direction
(e) RPV and SG supports at FL −0.29 m direction
(f) RPV and SG supports at FL −0.29 m direction