李昕

个人信息Personal Information

教授

博士生导师

硕士生导师

主要任职:基建处处长

其他任职:海岸和近海工程国家重点实验室副主任

性别:男

毕业院校:大连理工大学

学位:博士

所在单位:基建处

学科:水工结构工程. 港口、海岸及近海工程. 防灾减灾工程及防护工程

办公地点:综合实验楼4号,207房间

联系方式:lixin@dlut.edu.cn

电子邮箱:lixin@dlut.edu.cn

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Model Test and Numerical Analysis of a Multi-Pile Offshore Wind Turbine Under Seismic, Wind, Wave, and Current Loads

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论文类型:期刊论文

发表时间:2017-06-01

发表刊物:JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME

收录刊物:SCIE、EI

卷号:139

期号:3

ISSN号:0892-7219

关键字:offshore wind turbine; model test; finite element analysis; earthquake analysis

摘要:Offshore wind turbines (OWTs) might be subjected to seismic loads with different peak accelerations during operation in the actively seismic regions. The earthquakes might be a potential risk for the OWTs due to its stochastic nature. Earthquake with wind and wave loads could act on OWT at the same time; thus, the structural responses of such OWTs should be analyzed taking into consideration the reasonable load combinations. Based on the hydro-elastic similarity, an integrated model of the combined National Renewable Energy Laboratory (NREL) 5MW wind turbine and a practical pentapod substructure is designed for testing. The governing equations of motion of the integrated OWT are established. The dynamic tests and numerical analysis of the OWT model are performed under different combinations of seismic, wind, and sea load conditions. The El Centro and American Petroleum Institute (API)-based synthesized seismic waves with different peak ground accelerations (PGAs) are considered in this study. The numerical results are in good agreement with the experimental ones. The coupling effect of the OWT structure under the combined load conditions is demonstrated from the experimental and numerical results. The results indicate that the interaction of earthquake, wind, wave, and current should be taken into account in order to obtain proper structural response, especially with small PGA.