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 |