Floor response spectra analysis of the nuclear containment at ultimate safety ground motion
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Floor response spectra analysis of the nuclear containment at ultimate safety ground motion
Acta Scientiarum Naturalium Universitatis SunYatseniVol. 57, Issue 1, Pages: 136-142(2018)
作者机构:
1. 中山大学工学院,广东,广州,510275
2.
作者简介:
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DOI:
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Published:2018,
Published Online:25 January 2018,
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WU Qiong, LIU Yulan, WONG Biao. Floor response spectra analysis of the nuclear containment at ultimate safety ground motion. [J]. Acta Scientiarum Naturalium Universitatis SunYatseni 57(1):136-142(2018)
DOI:
WU Qiong, LIU Yulan, WONG Biao. Floor response spectra analysis of the nuclear containment at ultimate safety ground motion. [J]. Acta Scientiarum Naturalium Universitatis SunYatseni 57(1):136-142(2018)DOI:
Floor response spectra analysis of the nuclear containment at ultimate safety ground motion
In the structural design and safety assessment of nuclear power plant
it is of great significant to analyze the seismic response of containment. Based on the three-dimensional finite element model of the containment
the nonlinear seismic response analysis is carried out at the ultimate safety ground motion
especially the seismic response spectrum of some floors are calculated by the time history method. In addition
the effect of different target damping ratios on the floor response spectrum were analyzed and compared. It is indicated that the detailed 3D finite element model is capable to reflect the actual response of structures and ensure the integrity at the ultimate safety ground motion. The structural response spectrum of structure obtained from the analysis could be used as the input data of the substructure seismic analysis.
关键词
核电站安全壳三维有限元模型极限安全地震动楼层反应谱
Keywords
nuclear containment3D finite element modelultimate safety ground motionfloor response spectra