Response of Silts to Wave Loads: Experimental Study

2008 ◽  
pp. 381-381-16 ◽  
Author(s):  
EC Clukey ◽  
FH Kulhawy ◽  
PL-F Liu
Keyword(s):  
Experimental Study ◽  
Wave Loads

Experimental study of breaking wave loads on elevated pile cap with rectangular cross-section

2021 ◽  
Vol 227 ◽  
pp. 108878
Author(s):  
Jie Hong ◽  
Kai Wei ◽  
Zhonghui Shen ◽  
Bo Xu ◽  
Shunquan Qin
Keyword(s):  
Experimental Study ◽  
Cross Section ◽  
Rectangular Cross Section ◽  
Breaking Wave ◽  
Wave Loads ◽  
Pile Cap

Experimental Study on the Wave Loads on Monopile and Jacket Type Support of Offshore Wind Turbines

2018 ◽  
Author(s):  
Jing Zhang ◽  
Qin Liu ◽  
Xing Hua Shi ◽  
C. Guedes Soares
Keyword(s):  
Experimental Study ◽  
Wind Turbine ◽  
Nonlinear Wave ◽  
Wave Force ◽  
Offshore Wind ◽  
Offshore Wind Turbine ◽  
Wave Forces ◽  
Wave Loads ◽  
Morison Equation ◽  
Offshore Wind Turbines

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.

Plunging Wave Forces on Surface-Piercing Structures

1989 ◽  
Vol 111 (2) ◽  
pp. 92-100 ◽  
Author(s):  
E.-S. Chan ◽  
W. K. Melville
Keyword(s):  
Experimental Study ◽  
Flat Plate ◽  
Wave Breaking ◽  
Wave Forces ◽  
Impact Loads ◽  
Wave Loads ◽  
Simultaneous Measurements ◽  
Vertical Walls ◽  
The Impact

An experimental study of deepwater plunging wave loads on vertical walls and cylinders is reported. Simultaneous measurements of the forces and pressures are obtained. The characteristics of the impact loads are presented and the scaling of pressures from model results to prototype scales is discussed. Overall, the characteristics of forces and pressures vary systematically with the structure’s location relative to the wave-breaking location. Impacts on cylinders are similar to those on a flat plate; however, the presence of the wall has a larger influence on the dynamics of impact compared to that of the cylinder.

Experimental study of wave loads on elevated pile cap of pile group foundation for sea-crossing bridges

2020 ◽  
Vol 197 ◽  
pp. 106896 ◽  
Author(s):  
Bo Xu ◽  
Kai Wei ◽  
Shunquan Qin ◽  
Jie Hong
Keyword(s):  
Experimental Study ◽  
Pile Group ◽  
Wave Loads ◽  
Pile Cap

scholarly journals A numerical and experimental study of internal solitary wave loads on semi-submersible platforms

2018 ◽  
Vol 150 ◽  
pp. 298-308 ◽  
Author(s):  
Xu Wang ◽  
Ji-Fu Zhou ◽  
Zhan Wang ◽  
Yun-Xiang You
Keyword(s):  
Experimental Study ◽  
Solitary Wave ◽  
Internal Solitary Wave ◽  
Wave Loads

scholarly journals Experimental study of wave loads on a small vehicle in close proximity to a large vessel

2019 ◽  
Vol 83 ◽  
pp. 77-87 ◽  
Author(s):  
N. Xie ◽  
G. Iglesias ◽  
M. Hann ◽  
R. Pemberton ◽  
D. Greaves
Keyword(s):  
Experimental Study ◽  
Large Vessel ◽  
Wave Loads ◽  
Close Proximity
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