A5052404714- Wave and Wind Energy Systems
- Coastal and Marine Dynamics
- Fluid Dynamics and Vibration Analysis
- Geotechnical Engineering and Underground Structures
- Hydrology and Sediment Transport Processes
- Fluid Dynamics Simulations and Interactions
- Hydraulic flow and structures
- Earthquake and Tsunami Effects
- Vibration and Dynamic Analysis
- Vibration Control and Rheological Fluids
- Structural Engineering and Vibration Analysis
- Wind Energy Research and Development
- Ocean Waves and Remote Sensing
- Geotechnical Engineering and Soil Mechanics
- Soil erosion and sediment transport
- Geotechnical Engineering and Soil Stabilization
- Structural Integrity and Reliability Analysis
- Structural Health Monitoring Techniques
- Dam Engineering and Safety
- Engineering Structural Analysis Methods
- Cancer-related molecular mechanisms research
- Fluid Dynamics and Mixing
- Urban and spatial planning
- Maritime Navigation and Safety
- Environmental Changes in China
Ocean University of China
2016-2024
Tianjin University
2016-2023
Jiangsu Agri-animal Husbandry Vocational College
2022
In this paper, a new type of combined wind-wave system is proposed, that is, composite bucket foundation-oscillating buoy (CBF-OB) device. A three-dimensional numerical wave flume established by using the renormalization group k–ε model. The hydrodynamic characteristics around and power generation device are studied. relationship between parameters run-up pressure analyzed. absorption efficiency performance evaluated. results show in system, at 0°–135° CBF smaller than those presence only...
Liu, X.; Chen, J.; Yu, T., and Sun, B., 2021. Scour effects on cyclic response of bucket foundations under waves currents. Journal Coastal Research, 37(3), 670–682. Coconut Creek (Florida), ISSN 0749-0208.The scour around the foundation has a significant impact stability foundation. A series tests have been carried out to estimate effect It is found that depth Sd/d increases with increase in Fra. The top displacement wave height depth. When force accounts for more than 90% flow (0.05 < Fra...
Wave run-up is an important factor in the design of offshore structures. Based on theory linear wave and potential flow, this paper studied theoretical formula when waves interacted with composite bucket foundation (CBF) verified correctness through experiments. The relationship between different parameters around CBF was analyzed. results show that multiple largest at wave-ward side smallest rear side. At same relative height, multiples decrease scattering parameters. positions CBF,...