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

机译:基于三维隔震基础的核堆建筑隔震效果研究

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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.
机译:目的 近年来,三维(3D)隔震系统得到了广泛的研究。本文旨在提出一种新的三维组合隔震支座(3D-CIB),以减轻水平和垂直方向的地震响应。设计/方法/途径 提出了由叠层橡胶轴承与组合碟簧轴承(CDSB)耦合的新型3D-CIB。对3D-CIB的构成和理论推导进行了全面分析。CDSB的优点是可以根据承载力和竖向刚度的要求灵活调整体质。因此,为3D-CIB设计了四种不同的CDSB组合,并用于隔离核反应堆建筑。从地震作用、加速度底层响应谱(FRS)、峰值加速度和相对位移响应等方面对地震响应进行了对比研究。研究结果表明,3D-CIB可有效降低上部结构在水平和垂直方向上的地震作用、FRS和峰值加速度响应。总体而言,3D-CIB的水平隔离效果受垂直刚度的影响较小。3D-CIB垂直刚度的降低会降低垂直FRS,并将峰值移至较低的频率。垂直峰值加速度随垂直刚度的降低而减小。上部结构在地震中表现出摇摆效应,竖向刚度的降低可能会增加上部结构的摇摆。独创性/价值 虽然3D-CIB的优点是竖向刚度可以通过不同的结构灵活调整,但竖向刚度的设计应适当考虑隔离效果和位移响应之间的平衡。该隔离有效性的研究可为3D-CIB在核电站实际工程中的应用提供技术基础。

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