Results 21 to 30 of about 5,091,773 (264)
Assessment of Wave–Current-Induced Liquefaction under Twin Pipelines Using the Coupling Model
Although twin pipelines in series have been used to transport hydrocarbons in engineering practice, most previous studies focused on the dynamic response of the seabed around a single pipeline.
Jiayi Zhang +3 more
doaj +1 more source
Dynamic response of offshore platforms installed on sloping seabed under actual seismic loading [PDF]
This research numerically investigates the structure behavior of steel jacket platform stand on 20 degrees inclined seabed and exposed to the earthquake.
Abbas Rezaeian +2 more
doaj +1 more source
Floatation of Buried Submarine Pipeline under Cyclic Loading of Water Pressure -Numerical and Experimental Studies- [PDF]
A dynamic response of a submarine pipeline buried in sandy seabed sediments to water loading generated by harmonically oscillating water-table vertical movements is examined in the present report experimentally and numerically.
Maeno, Shiro +2 more
core +1 more source
Seabed foundation stability around offshore detached breakwaters
In this study, a three-dimensional (3D) model is adopted to investigate the problem of fluid-seabed-structure interactions (FSSI) around offshore detached breakwaters.
Liu, J, Cui, L, Jeng, DS
core +1 more source
An Influence of Trench Formation on Steel Catenary Risers Based on a Hysteretic Nonlinear Seabed Model [PDF]
A steel catenary riser (SCR) attached to a floating platform at its upper end encounters fluctuations in and near its touchdown zone (TDZ), which causes the interaction with the seabed. Subsea surveys and the analysis of SCR’s indicated that the greatest
Reza Siahtiri, Abdolrahim Taheri
doaj +1 more source
The physical processes involved in the wave–seabed–mono-pile interactions are rather complex, and its upper and lower structures are affected by different loads.
Liang, Z, Jeng, DS
core +1 more source
Numerical analysis of seabed dynamic response in vicinity of mono-pile under wave-current loading
Pile foundations have been widely used in offshore engineering. In this study, a three-dimensional numerical model was used to investigate the seabed response around a mono-pile under wave-current loading.
Jie Lin +4 more
doaj +1 more source
An analysis method is proposed based on an existing moving boundary model to assess the response of seabed under wave loading, accounting for the effects of fluid viscosity and the boundary of the seabed.
SU Si-yang 1, 3, KONG De-qiong 1, 3, WU Lei-ye 2, 3, ZHU Bin 2, 3
doaj +1 more source
Dynamic Response of Pile at Waterwave Load and Seismic Load
The pile foundation of offshore wind turbines is not only subjected to the cyclic action of wave load, but also the threat of seismic load. Therefore, the environment of pile in the ocean is complex.
LIU Chenchen, ZHANG Qi, LI Mingguang, ZHOU Xianglian, LI Weijie
doaj +1 more source
Numerical Simulation of Seabed Response Around Monopile Under Wave–Vibration
Monopile foundation is an important foundation form for offshore wind turbines, and the stability of the seabed around it is affected by the combined effects of wave and pile vibration.
Hongyi Du +5 more
doaj +1 more source

