A review of foundations of offshore wind energy convertors: Current status and future perspectives

被引:195
|
作者
Oh, Ki-Yong [1 ]
Nam, Woochul [2 ]
Ryu, Moo Sung [3 ]
Kim, Ji-Young [3 ]
Epureanu, Bogdan I. [2 ]
机构
[1] Chung Ang Univ, Sch Energy Syst Engn, 84 Heukseok Ro, Seoul 06974, South Korea
[2] Chung Ang Univ, Scho Ol Mech Engn, 84 Heukseuk Ro, Seoul 06974, South Korea
[3] Korea Elect Power Corp, Renewable Energy Grp, Res Inst, Munjiro 105, Daejeon 34056, South Korea
来源
关键词
Offshore foundations; Offshore wind energy convertors; Offshore wind turbines; Structure-soil interaction; SOIL-STRUCTURE INTERACTION; SUCTION BUCKET FOUNDATIONS; CAISSON FOUNDATIONS; SHEAR MODULUS; DYNAMIC-ANALYSIS; STIFFNESS DEGRADATION; SPUDCAN FOUNDATIONS; DESIGN PROCEDURES; KOREAN PENINSULA; CYCLIC BEHAVIOR;
D O I
10.1016/j.rser.2018.02.005
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper reviews foundations for offshore wind energy convertors considering the significant growth of offshore wind energy since the early 2000s. The characteristics of various foundation types (i.e., gravity, pile, suction caisson, and float type) and the current status of field application are discussed. Moreover, the mechanical characteristics of soil are described in the sense that these characteristics including modulus, strength, damping, and modulus degradation of soil play critical roles for the design of offshore foundations. By using these mechanical properties of soil, theoretical studies to consider structure-soil interaction are classified (into equivalent spring models, distributed spring models, and continuous element models) and explained. Field and laboratory experiments on the response of structure embedded in soil to static and dynamic loads are discussed. Based on the review of previous studies, directions for future research and study on offshore wind turbine are suggested.
引用
收藏
页码:16 / 36
页数:21
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