Mid‐height seismic isolation of equipment in nuclear power plants

Author:

Lal Kaivalya M.1ORCID,Whittaker Andrew S.1ORCID,Constantinou Michael C.1

Affiliation:

1. University at Buffalo The State University of New York Buffalo New York USA

Abstract

AbstractAn innovative seismic isolation solution for designers of safety‐class equipment in advanced nuclear power plants is introduced. The test specimen was a tall, slender, carbon steel vessel that could represent a reactor vessel, steam generator, or a heat exchanger in a nuclear power plant: 240 inches tall, outer diameter of 60 inches, and wall thickness of 1 inch. The vessel was supported by three radial mounts at its mid‐height, near its center of gravity, on a steel frame. The vessel was subjected to three‐component ground motions using a 6DOF earthquake simulator. The specimen was filled with water for testing to indirectly account for the fluid and internal equipment present inside a prototype vessel. Three configurations were tested: non‐isolated, isolated using single Friction Pendulum (SFP) bearings, and isolated using triple Friction Pendulum (TFP) bearings. The test results demonstrate that mid‐height seismic isolation is practical and enables a significant reduction in horizontal spectral accelerations. These outcomes are not specific to the spherical sliding bearings used in the experiments but are broadly applicable to mid‐height, seismically isolated equipment.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference28 articles.

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2. TajirianFF PatelMR.Response of seismic isolated facilities: a parametric study of the ALMR.Transactions: 12th International Conference on Structural Mechanics in Reactor Technology (SMiRT‐12);1993.

3. AikenID ClarkPW KellyJM.Experimental testing of reduced‐scale seismic isolation bearings for the advanced liquid metal reactor.Proceedings: IAEA‐TECDOC‐1288 Verification of analysis methods for predicting the behaviour of seismically isolated nuclear structures.International Atomic Energy Agency (IAEA);2002.

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