Effect of soil-pile-structure interaction on seismic behaviour of nuclear power station via shaking table tests

Effect of soil-pile-structure interaction on seismic behaviour of nuclear 1 power station via shaking table tests 2 Yang Yang 1 ; Weiming Gong 2* ; Yi Pik Cheng 3 ; Guoliang Dai 4 ; Yuwan Zou 5 ; Fayun Liang 6 3 * Corresponding author 4 Yang Yang 1 , PhD candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of 5 Education, Southeast University, Nanjing, 211189, China. E-mail: [email protected] 6 Weiming Gong 2* , Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of 7 Education, Southeast University, Nanjing, 211189, China. ( corresponding author) E-mail: [email protected] 8 Yi Pik Cheng 3 , Associate Professor, Department of Civil, Environmental and Geomatic Engineering, 9 University College London, UK. E-mail: [email protected] 10 Guoliang Dai 4 , Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of 11 Education, Southeast University, Nanjing, 211189, China. E-mail: [email protected] 12 Yuwan Zou 5 , Sate Key Laboratory of Nuclear Power Safety Monitoring Technology and Equipment, China 13 General Nuclear Power Corporation, Shenzhen 518029, China. E-mail: [email protected] 14 Fayun Liang 6 , Professor, Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China. 15 E-mail: [email protected] 16 17

Effect of soil-pile-structure interaction on seismic behaviour of nuclear power station via shaking table tests

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