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Study of isolation effectiveness of nuclear reactor building with three-dimensional seismic base isolation

Xiuyun Zhu (Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, China) (Nuclear and Radiation Safety Center, Ministry of Ecology and Environment, Beijing, China)
Rong Pan (Nuclear and Radiation Safety Center, Ministry of Ecology and Environment, Beijing, China)
Jianbo Li (Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, China)
Gao Lin (Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, China)

Engineering Computations

ISSN: 0264-4401

Article publication date: 6 September 2021

Issue publication date: 24 March 2022

318

Abstract

Purpose

In recent years, three-dimensional (3D) seismic base isolation system has been studied extensively. This paper aims to propose a new 3D combined isolation bearing (3D-CIB) to mitigate the seismic response in both the horizontal and vertical directions.

Design/methodology/approach

The new 3D-CIB composed of laminated rubber bearing coupled with combined disk spring bearing (CDSB) was proposed. Comprehensive analysis of constitution and theoretical derivation for 3D-CIB were presented. The advantage of CDSB is that the constitution can be flexibly adjusted according to the requirements of the bearing capacity and vertical stiffness. Hence, four different combinations of CDSB were designed for the 3D-CIB and employed to isolate nuclear reactor building. A comparative study of the seismic response in terms of seismic action, acceleration floor response spectra (FRS), peak acceleration and relative displacement response was carried out.

Findings

3D-CIB can effectively reduce seismic action, FRS and peak acceleration response of the superstructure in both the horizontal and vertical directions. Overall, the horizontal isolation effectiveness of 3D-CIB was slightly influenced by vertical stiffness. The decrease in the vertical stiffness of the 3D-CIB can reduce the vertical FRS and shift the peak values to a lower frequency. The vertical peak acceleration decreased with a decrease in the vertical stiffness. The superstructure exhibited a rocking effect during the earthquake, and the decrease in the vertical stiffness may increase the rocking of the superstructure.

Originality/value

Although the advantage of 3D-CIB is that the vertical stiffness can be flexibly adjusted by different constitutions, the vertical stiffness should be designed by properly accounting for the balance between the isolation effectiveness and displacement response. This study of isolation effectiveness can provide the technical basis for the application of 3D-CIB into real engineering of nuclear power plants.

Keywords

Acknowledgements

This work was supported by the National key project of research on earthquake emergency disposal technology of NPPs (Grant No. 2017YFC1500804) and National science and technology major project of advanced technology research on structural health inspection and evaluation of NPPs (Grant No. 2018ZX06002008). This financial support is gratefully acknowledged.

Citation

Zhu, X., Pan, R., Li, J. and Lin, G. (2022), "Study of isolation effectiveness of nuclear reactor building with three-dimensional seismic base isolation", Engineering Computations, Vol. 39 No. 4, pp. 1209-1233. https://doi.org/10.1108/EC-11-2020-0637

Publisher

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Emerald Publishing Limited

Copyright © 2021, Emerald Publishing Limited

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