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Effect of Wave Nonlinearity on the Instantaneous Seabed Liquefaction
《China Ocean Engineering》2024年第1期93-103,共11页WANG Zhao-jun SUI Ti-ti ZHANG Chi PAN Jun-ning 
financially supported by the National Key Research and Development Program of China(Grant Nos.2021YFB2600700 and 2022YFC3102302);the Central Public-Interest Scientific Institution Basal Research Fund(Grant No.Y221007);the National Natural Science Foundation of China(Grant No.52271274);the Key Laboratory of Ministry of Education for Coastal Disaster and Protection,Hohai University(Grant No.202205);the Key Project of NSFC-Shandong Joint Research Funding POW3C(Grant No.U1906230).
The nonlinear variation of wave is commonly seen in nearshore area,and the resulting seabed response and liquefaction are of high concern to coastal engineers.In this study,an analytical formula considering the nonlin...
关键词:nonlinear wave seabed response seabed liquefaction numerical simulation liquefaction prediction 
Numerical Investigations on Harbor Oscillations Induced by Falling Objects被引量:2
《China Ocean Engineering》2023年第3期458-470,共13页GAO Jun-liang BI Wen-jing ZHANG Jian ZANG Jun 
financially supported by the National Natural Science Foundation of China (Grant No.51911530205);the Natural Science Foundation of Jiangsu Province (Grant No.BK20201455);the Guangdong Basic and Applied Basic Research Foundation (Grant No.2023A1515010890);the Key Laboratory of Port;Waterway and Sedimentation Engineering of MOT (Grant No.YK222001-2);the Open Research Fund of Key Laboratory of Water Security Guarantee in Guangdong-Hong Kong-Marco Greater Bay Area of Ministry of Water Resources (Grant No.WSGBAKJ202309);the Qing Lan Project of Jiangsu Universities;the Royal Society (Grant No.IECNSFC181321)。
In this paper,the open-sourced computational fluid dynamics software,OpenFOAM~?,is used to study the fluctuation phenomenon of the water body inside a horizontally one-dimensional enclosed harbor basin with constant w...
关键词:harbor oscillations SEICHES falling objects resonant mode response amplitude 
Calculation Methods of Added Resistance and Ship Motion Response Based on Potential Flow and Viscous Flow Theory被引量:1
《China Ocean Engineering》2022年第3期488-499,共12页WU Qi-ming ZHANG Bao-ji 
The research was financially supported by the National Natural Science Foundation of China(Grant No.51009087);the Shanghai Natural Science Fund Project(Grant No.14ZR1419500).
To improve the energy efficiency of ships and to predict ship motion response under actual sea conditions,the far-field theory,strip theory,and Fujii and Takahashi’s modified semi-empirical method are based and studi...
关键词:wave-induced added resistance strip theory computation fluid dynamics motion response 
Experimental Investigation of the Response of Monopiles in Silty Seabed to Regular Wave Action
《China Ocean Engineering》2022年第1期112-122,共11页HUANG Ting ZHANG Ji-sheng HOU Li-jun WANG Rong CHENG Ning 
financially supported by the Fundamental Research Funds for the Central Universities (B200202050);China Communications Construction Company (2018-ZJKJ-01);National Natural Science Foundation of China (No.51408185)
Excessive displacement responses of monopiles affect the serviceability of offshore structures.Related to complicated pile−seabed−wave interactions,the actual behavior of monopiles in silty seabed under periodic wave ...
关键词:monopiles regular wave flume experiment pore water pressure finned pile silty seabed 
Prediction of Long-Term Extreme Response of Fish Cage Using Environmental Contour Method
《China Ocean Engineering》2021年第3期332-343,共12页BAI Xiao-dong GUO Wei-wei YANG Can LUO Han-bing 
financially supported by the China Postdoctoral Science Foundation(Grant No.2019M661024];the Open Foundation of State Key Laboratory of Coastal and Offshore Engineering(Grant No.LP1901)。
The fish cage design requires accurate predictions of long-term extreme loads and responses.Compared with the time-consuming full long-term analysis method integrating all the probability distribution of the short-ter...
关键词:fish cage long-term extreme value environmental contour method sensitivity analysis 
Numerical Study of the High-Frequency Wave Loads and Ringing Response of A Bottom-Hinged Vertical Cylinder in Focused Waves
《China Ocean Engineering》2020年第4期513-525,共13页ZHANG Yi TENG Bin 
financially supported by the National Natural Science Foundation of China(Grant Nos.51879039 and 51490672)。
This paper presents a numerical study on the high-frequency wave loads and ringing response of offshore wind turbine foundations exposed to moderately steep transient water waves.Input wave groups are generated by the...
关键词:high-frequency wave loads ringing response focused wave vertical cylinder 
Modal Parameters Identification of A Real Offshore Platform From the Response Excited by Natural Ice Loading
《China Ocean Engineering》2020年第4期558-570,共13页YANG Wen-long WANG Shu-qing 
financially supported by the National Science Fund for Distinguished Young Scholars(Grant No.51625902);the Major Scientific and Technological Innovation Project of Shandong Province(Grant No.2019JZZY010820);the National Key Research and Development Program of China(Grant No.2019YFC0312404);the National Natural Science Foundation of China(Grant No.51879249);the Taishan Scholars Program of Shandong Province(Grant No.TS201511016)。
This paper investigates the possibility of utilizing response from natural ice loading for modal parameter identification of real offshore platforms.The test platform is the JZ20-2 MUQ jacket platform located in the L...
关键词:modal identification experimental modal analysis offshore platform ambient excitation natural ice loading comparative study 
Dynamic Response Study of Steel Catenary Riser Based on Slender Rod Model被引量:6
《China Ocean Engineering》2019年第1期57-64,共8页LIU Zhen GUO Hai-yan 
financially supported by the Fundamental Research Funds for the Central Universities(Grant No.201861036);the National Natural Science Foundation of China(Grant No.51279187);the Science and Technology Major Project of Shandong Province(Grant No.2015ZDZX04003);the Key Research and Development Program of Shandong Province(Grant No.2018GHY115045)
A numerical model of the steel catenary riser(SCR) is built based on the slender rod model. The slender rod model,which describes the behavior of the slender riser in terms of the center line position, can solve the g...
关键词:STEEL CATENARY RISER slender ROD model INTERNAL flow dynamic RESPONSE 
Concept Design and Coupled Dynamic Response Analysis on 6-MW Spar-Type Floating Offshore Wind Turbine被引量:7
《China Ocean Engineering》2017年第5期567-577,共11页MENG Long ZHOU Tao HE Yan-ping ZHAO Yong-sheng LIU Ya-dong 
financially supported by the National Basic Research Program of China(973 Program,Grant No.2014CB046205)
Tower, Spar platform and mooring system are designed in the project based on a given 6-MW wind turbine. Under wind-induced only, wave-induced only and combined wind and wave induced loads, dynamic response is analyzed...
关键词:Spar-type floating offshore wind turbine concept design combined wind and wave loads coupled dynamicresponse 
Investigation of Hydroelastic Ship Responses of An ULOC in Head Seas被引量:1
《China Ocean Engineering》2016年第5期687-702,共16页WANG Xue-liang Pandeli TEMAREL HU Jia-jun GU Xue-kang 
supported by China Shipbuilding Industry Corporation;the Academy of China Ship Scientific Research Center(Grant No.62101010103)
Investigation of hydroelastic ship responses has been brought to the attention of the scientific and engineering world for several decades. There are two kinds of high-frequency vibrations in general ship responses to...
关键词:hydroelastic ship response EXPERIMENT wave-induced vibration ultra large ore carrier 
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