On the fatigue behavior of support structures for offshore wind turbines

被引:19
作者
Alati, N. [1 ]
Nava, V. [2 ]
Failla, G. [1 ]
Arena, F. [1 ]
Santini, A. [1 ]
机构
[1] Univ Mediterranea Reggio Calabria, Dept Civil Energy Environm & Mat Engn DICEAM, I-89122 Reggio Di Calabria, Italy
[2] Tecnalia Res & Innovat Parque Cientific Tecnol Bi, E-48160 Derio, Spain
关键词
offshore wind turbine; support structure; tripod; jacket; fatigue analysis; DESIGN;
D O I
10.12989/was.2014.18.2.117
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
It is believed that offshore wind farms may satisfy an increasing portion of the energy demand in the next years. This paper presents a comparative study of the fatigue performances of tripod and jacket steel support structures for offshore wind turbines in waters of intermediate depth (20-50 m). A reference site at a water depth of 45 m in the North Atlantic Ocean is considered. The tripod and jacket support structures are conceived according to typical current design. The fatigue behavior is assessed in the time domain under combined stochastic wind and wave loading and the results are compared in terms of a lifetime damage equivalent load.
引用
收藏
页码:117 / 134
页数:18
相关论文
共 40 条
[1]   Optimized frequency-based foundation design for wind turbine towers utilizing soil-structure interaction [J].
AlHamaydeh, Mohammad ;
Hussain, Saif .
JOURNAL OF THE FRANKLIN INSTITUTE-ENGINEERING AND APPLIED MATHEMATICS, 2011, 348 (07) :1470-1487
[2]  
Andersen U.V., 2008, THESIS DANISH TU COP
[3]  
[Anonymous], 1967, ADV HYDROSCI
[4]  
[Anonymous], 2006, 2006029 DUWIND
[5]  
[Anonymous], 2000, API RP 2A WSD
[6]  
[Anonymous], 2001, 2001002 DUWIND
[7]  
[Anonymous], UPWIND WP4 D4 2 8 FI
[8]  
[Anonymous], 2010, WIND ENERGY EXPLAINE
[9]  
[Anonymous], 2010, DNVRPC205
[10]   Two small-scale field experiments on the effectiveness of Morison's equation [J].
Boccotti, Paolo ;
Arena, Felice ;
Fiamma, Vincenzo ;
Romolo, Alessandra .
OCEAN ENGINEERING, 2013, 57 :141-149