Numerical investigation on a container ship navigating in irregular waves by a fully nonlinear time domain method

2021 ◽  
Vol 223 ◽  
pp. 108705
Author(s):  
Ying Tang ◽  
Shi-Li Sun ◽  
Hui-Long Ren
1995 ◽  
Vol 24 (3-4) ◽  
pp. 205-215 ◽  
Author(s):  
Peter Frigaard ◽  
Michael Brorsen

Author(s):  
Shixiao Fu ◽  
Wei Wei ◽  
Shaowu Ou ◽  
Torgeir Moan ◽  
Shi Deng ◽  
...  

Based on the three dimensional potential theory and finite element method (FEM), this paper presented a method for time-domain hydroelastic analysis of a floating bridge in inhomogeneous waves. A floating bridge in both regular and irregular waves, is taken as a numerical example. This method is firstly validated by the comparisons of the results between frequency domain method and presented time domain method under regular wave condition. Then the hydroeleastic responses of the floating bridge in waves with spatially varying significant wave height/peak period are presented, with the purpose to illustrate the feasibility of the proposed method. The primary results at this stage indicate that the inhomogeneity of the waves might affect the structure dynamic responses of the floating bridge in waves.


1979 ◽  
Vol 40 (C7) ◽  
pp. C7-595-C7-596
Author(s):  
Miloš M. Skorić ◽  
Božidar ◽  
V. Stanić

Sign in / Sign up

Export Citation Format

Share Document