This examine has investigated the efficiency of the SSIS for the nuclear containment (SSIS-NC) construction. The finite component mannequin of SISS-NC structure has been developed, and nonlinear dynamic analysis of the model has been carried out beneath the sturdy and lengthy-interval ground motions. The outcomes have been offered compared with the conventional utility method of the seismic base isolation units for nuclear containment (CAMSBID-NC) and stuck base nuclear containment (FB-NC) constructions. The base and prime accelerations, efficient stress, and important shear stress responses of the SSIS-NC construction are 48.sixty seven%, 36.70%, and 32.60% on common decrease than those of CAMSBID-NC structure, respectively. The result additionally confirms that the SSIS-NC construction did not cause resonant vibrations beneath long-interval earthquakes.
Supercritical CO2 Brayton Cycle Design for Small Modular Reactor with a Thermodynamic Analysis Solver
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