李建波

个人信息Personal Information

副教授

博士生导师

硕士生导师

任职 : 抗震所所长

性别:男

毕业院校:大连理工大学

学位:博士

所在单位:水利工程系

学科:水工结构工程. 结构工程. 防灾减灾工程及防护工程

办公地点:大连理工大学建设工程学部4号实验楼402室

联系方式:jianboli@dlut.edu.cn

电子邮箱:jianboli@dlut.edu.cn

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Evaluation of the vibration response of third generation nuclear power plants with isolation technology under large commercial aircraft impact

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论文类型:期刊论文

发表时间:2020-02-01

发表刊物:PROGRESS IN NUCLEAR ENERGY

收录刊物:EI、SCIE

卷号:120

ISSN号:0149-1970

关键字:Third generation nuclear power plant; Seismic isolation bearing; Aircraft impact; Vibration evaluation

摘要:With the development of nuclear power technology, third-generation nuclear power plants (NPPs) are being built in many places. Examples include the American passive AP1000 NPP, the French EPR NPP, and China's Hualong One NPP. These will become the main reactor type for future NPP construction. Base isolation is employed as the aseismic technology in NPPs, and its design standard has been standardized according to ASCE 4-16 and other related codes. Since the 9/11 terrorist incident, large commercial aircraft impact (AI), as a beyond design-basis event, has attracted increasing attention in nuclear research. In the case of a third-generation NPP with isolation technology, it is necessary to evaluate its safety and integrity against AI. In this study, the dynamic response of a base-isolated third-generation NPP subjected to impact by a large commercial aircraft, the Airbus A340-300, is investigated. The most typical design for a third-generation NPP is to build many buildings on the same base-mat. The presence of a flexible isolation layer renders the dynamic behavior of a base-isolated NPP different from that of a non-isolated NPP under AI loads. Five key factors, including the horizontal stiffness of isolation bearings, horizontal damping of isolation bearings, total weight and weight distribution of the NPP, and AI force and direction affect the vibration characteristics of NPPs. The horizontal stiffness of isolation bearings affects the constraint effect of the foundation on the superstructure, while the damping of isolation bearings affects the dissipation of impact energy. Meanwhile, the total weight and weight distribution of the NPP affect the vibration response of different regions, and the impact force affects the vibration intensity of the NPP.