Experimental study on wide-shallow composite bucket foundation for offshore wind turbine under cyclic loading

2018 ◽  
Vol 37 (1) ◽  
pp. 1-13
Author(s):  
Xuyue Wang ◽  
Puyang Zhang ◽  
Hongyan Ding ◽  
Yonggang Liu
2021 ◽  
Vol 235 ◽  
pp. 109387
Author(s):  
Jijian Lian ◽  
Junni Jiang ◽  
Xiaofeng Dong ◽  
Haijun Wang ◽  
Huan Zhou

2021 ◽  
Vol 80 ◽  
pp. 103079
Author(s):  
Hongwang Ma ◽  
Zhiyue Lu ◽  
Yutao Li ◽  
Chen Chen ◽  
Jun Yang

2021 ◽  
Vol 234 ◽  
pp. 109275
Author(s):  
Islam Amin ◽  
Saishuai Dai ◽  
Sandy Day ◽  
Mohamed E.A. Ali ◽  
Ahmed Balah ◽  
...  

Author(s):  
Jing Zhang ◽  
Qin Liu ◽  
Xing Hua Shi ◽  
C. Guedes Soares

As the offshore fixed wind turbine developed, more ones will be installed in the sea field with the depth 15–50 meters. Wave force will be one of the main forces that dominate the design of the wind turbine base, which is calculated using the Morison equation traditionally. This method can predict the wave forces for the small cylinders if the drag and inertia coefficients are obtained accurately. This paper will give a series scaled tests of monopile and jacket type base of the offshore wind turbine in tank to study the nonlinear wave loads.


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