... ABSTRACT The next large scale exploitation of wind energy will gradually move to the seas with the depth of 30-100m, in which only the semi- submersible and barge type foundation are suitable. Compared with the semi-submersible foundation, the barge type has simpler structure and is more...

... bucket foundation of offshore wind turbine under wave action is very important for the development of offshore wind power technology (Zhang et al., 2016). Under the action of wave, the seabed liquefaction occurs due to periodic changes in pore water pressure and effective stress in the seabed...

... characterization liquefaction potential elasto-plastic seabed foundation permeable breakwater asset and portfolio management integrated asset modeling water profile seabed foundation foundation effective stress reservoir simulation ABSTRACT In this paper, an integrated numerical model...

... Abstract The tripod foundation has been used as a popular support structure for offshore wind turbine (OWT). Typically, only deterministic computational model is considered by applying relevant standards and codes during the preliminary design of the foundations of OWT. However, uncertain...

... 2" 0 4 ! 0 0 0 0 3 4 ! U % B 4 Canadian Geotechnical Journal, 42 B4C F @-4@.E 7 0 P ABJack-Up Rig Foundation Stability in Stratified Soil Profiles 6 " 5...

... Abstract The evaluation of wave-induced excess pore pressure in the vicinity of marine structures is one of the key factors for coastal engineers involved in the design of foundation for the structures. Unlike previous models, the effect of outer shape of sloping seabed and breakwater...

... turbine heave motion turbine incident wave subsea system variation tlp sustainability wind speed surge renewable energy foundation semi heave fowt wind energy coefficient Dynamic Response Analysis for Floating Offshore Wind Turbine Structures Zhenya Liu1, Min Zhang1*, Bin Wang2...

... stiffness coefficient adjacent caisson foundation displacement stiffness cable increase wave force coefficient typhoon bolaven ocean science Evaluation of Enhanced Performance for Caisson-type Breakwaters Using Interlocking System Jin-Hak Yi1),2), Woo-Sun Park1),2), Jihye Seo1),2), Deokhee Won1...

... ABSTRACT: The paper presents the proposed structural solutions and the applicable conditions of the wind turbine foundation available to offshore wind farm, and the approaches to perform the analysis of typical technical issues like the foundation structure, erosion to surrounding seabed...

... in creating a more accurate mathematical model of thin shell structures interacting with infill and foundation. INTRODUCTION Thin shell structures with infill are one of the most rational types of construction designs. They are used in hydraulic, industrial and civil engineering. Now, such structures...

... Experimental Study on Phase Difference between Total Horizontal and Vertical Forces Acting on Perforated Caissons Located on a Rubble Mound Foundation Zhisheng Xia1 Dapeng Sun1 Yong Liu2 Yucheng Li1 Qingyu Wan1 1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University...

... Static and Dynamic Analysis Modeling for offshore Wind Turbine Foundation Structures Hongwang Ma and Longzhu Chen School of Naval Architecture, Ocean and Civil Engineering Shanghai JiaoTong University, Shanghai, China ABSTRACT In recent years, offshore wind farm in the world has been rapid...

... ) q P l - ? (EJ) - ? c) M M Q Q N N M M Q Q N N q P lEJ b) Piles Construction The Mode of Deformation Status of the Offshore Pile Structures with Low-Rigid Raft Foundations A.T. Bekker and N.Ya Tsimbelman Far-Eastern National Technical University Vladivostok, Russia ABSTRACT The solution offered...

... programs didn t consider the motions of foundation. Therefore, deviation is present inevitably. This paper is mainly focused on the effect of pitch motion on the aerodynamic loads and output power performance of the floating wind turbine. Pitching response of the floating foundation was figured out...

... should be evaluated in order to formulate a correct disaster prevention policy. solitary wave attack foundation breakwater wind wave caisson breakwater tsunami engineering esteban gravel shibayama caisson laboratory experiment vertical displacement deformation coastal engineering...

... is considerable. Obviously, interactions between the pile and the surrounding soil should be considered both in the design and analysis of the structural system (superstructure and pile-foundation) subjected to lateral actions. In this paper, a displacement-based frame fiber model with continuous lateral...

... technology environmental load oilfield zhuanghai 4 1 upstream oil & gas beach-shallow sea area artificial island construction technology island protection foundation construction beach-shallow sea liaohai sea flower Advances in Artificial Island Construction Technology in Beach-shallow...

.... Total capital expenditure is estimated at US$12.0 billion. stiffness dle topsides time history friction pendulum bearing installation strength bearing reservoir characterization foundation soil stiffness earthquake best estimate sle spectra subsea system fpb upstream oil...

... ABSTRACT: A method to define the characteristics of the design storm is proposed to account for cycle-after-cycle loading of soil foundations of gravity submersible ice-resistance platforms. The method is based on the Slepian's model used in the theory of normal distribution of stationary...

... wave height foundation offshore classification drilling equipment seismic load platform structure limit state construction probability production platform russian offshore Production Platforms for Russian Offshore G.V. Zhukov, S.L. Karlinsky SOE «Central Design Bureau for Marine...