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...
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...
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...
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 ...
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...
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...
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...
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...
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...
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...