financially supported by the National Basic Research Program of China(Grant No.2011CB013702);the National Natural Science Foundation of China(Grant No.50979113).1
The maximum bending moment or curvature in the neighborhood of the touch down point (TDP) and the maximum tension at the top are two key parameters to be controlled during deepwater J-lay installation in order to en...
supported by the National Natural Science Foundation of China (Grant No. 51009059);the Natural Science Foundation of Jiangsu Higher Education Institutions of China (Grant No. 09KJA170003);the Fundamental Research Funds for the Central Universities (Grant No. 2010B02914);the Special Commonweal Research Foundation of the Ministry of Water Conservancy (Grant No. 200901032);the Priority Academic Program Development of Jiangsu Higher Education Institutions
Deriving analytical solutions for tide-induced groundwater fluctuations in unconfined aquifers confronts two problems: (1) As the Boussinesq equation itself contains nonlinear terms, the "secular term" would be g...
Because of shoaling, refraction, friction, and other effects, a surface-wave propagating on a gently sloping bottom of slope will eventually break. In this paper, by nonlinearizing the problem and using a perturbation...
This work was financially supported by the National Natural Science Foundation of China(Grant No.50009005 and No.50039010)
In this paper, the motions are studied of a multi-body which is composed of two plates hinged together and moored by eight mooring lines in regular waves. The experimental results are compared with computational resul...