Study of isolation effectiveness of nuclear reactor building with three-dimensional seismic base isolation
- 6 September 2021
- journal article
- research article
- Published by Emerald Publishing in Engineering Computations
- Vol. 39 (4) , 1209-1233
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
This publication has 26 references indexed in Scilit:
- Seismic response characteristics of base-isolated AP1000 nuclear shield building subjected to beyond-design basis earthquake shakingNuclear Engineering and Technology, 2018
- Potentiality of Using Vertical and Three-Dimensional Isolation Systems in Nuclear StructuresNuclear Engineering and Technology, 2016
- Performance of tuned mass damper against structural collapse due to near fault earthquakesJournal of Sound and Vibration, 2015
- Numerical simulation and investigation of the base isolated NPPC building under three-directional seismic loadingNuclear Engineering and Design, 2013
- The numerical computation of seismic fragility of base-isolated Nuclear Power Plants buildingsNuclear Engineering and Design, 2013
- Isolation systems influence in the seismic loading propagation analysis applied to an innovative near term reactorNuclear Engineering and Design, 2010
- Small scale experimental testing to verify the effectiveness of the base isolation and tuned mass dampers combined control strategySmart Structures and Systems, 2010
- Analysis of the run-in effect in fiber-reinforced isolators under vertical loadJournal of Mechanics of Materials and Structures, 2008
- Study on Vertical Component Seismic Isolation System With Coned Disk Spring2004
- Seismic isolation of nuclear power plants — EDF's philosophyNuclear Engineering and Design, 1991