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Investigation on the seismic response of nuclear power stations with a pile-raft foundation using centrifuge tests
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作者 Li Zhongcheng Yang Yang +3 位作者 Gong Weiming Yi Pik Cheng Dai Guoliang Liang Fayun 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2022年第3期753-768,共16页
Research to reliably predict the seismic response of nuclear power stations with a pile-raft foundation is needed to meet the high safety requirements of nuclear power stations.In this study,a scaled superstructure wi... Research to reliably predict the seismic response of nuclear power stations with a pile-raft foundation is needed to meet the high safety requirements of nuclear power stations.In this study,a scaled superstructure with a 4×3 pile-raft foundation,which is constructed in Shanxi kaolin clay,is modelled.Accordingly,the characteristics of seismic response for nuclear power stations with a pile-raft foundation are analyzed using dynamic centrifuge tests.In particular,multiple earthquake motions with different magnitudes and frequency properties are utilized to map the relationship between structural response and properties of earthquake motions.The results show that the seismic response of the soil,raft,and structure are significantly affected by the natural frequency and magnitude of the earthquake motion.The soil surface acceleration is lower than the raft acceleration.The results provide a reliable reference to better understand the seismic response of nuclear power stations. 展开更多
关键词 dynamic centrifuge test seismic response pile-raft foundation nuclear power station soil-structure interaction
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