Vulnerability assessment of coastal bridge superstructure with box girder under solitary wave forces through experimental study

2019 ◽  
Vol 189 ◽  
pp. 106337 ◽  
Author(s):  
Bo Huang ◽  
Zhiying Yang ◽  
Bing Zhu ◽  
Jiawei Zhang ◽  
Azhen Kang ◽  
...  
2018 ◽  
Vol 1(91) (1) ◽  
pp. 42-52
Author(s):  
A.S. Kotelnikova ◽  
◽  
V.I. Nikishov ◽  
S.M. Sribnyuk ◽  
◽  
...  

Author(s):  
Billy L. Edge ◽  
Ronald McPherson ◽  
Oscar Cruz-Castro

Author(s):  
Li-fang Zhang ◽  
Jun Yan ◽  
Hai-yan Ma ◽  
Hong-fa Yu ◽  
Ying Wang ◽  
...  

2019 ◽  
Vol 24 (6) ◽  
pp. 04019047
Author(s):  
Jun He ◽  
Yuqing Liu ◽  
Sihao Wang ◽  
Haohui Xin ◽  
Hongwei Chen ◽  
...  

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.


Sign in / Sign up

Export Citation Format

Share Document