The prediction of the dynamic and structural motions of a floating-pier system in waves

In this study, a two-dimensional floating pier consists of single rectangular impermeable pontoon with side supporting pile-columns is studied. The purpose of this study is to present a theoretical solution for the linearized problem of incident waves exerting on a floating pier with pile-restrained...

Full description

Saved in:
Bibliographic Details
Published inOcean engineering Vol. 34; no. 7; pp. 1044 - 1059
Main Authors Lee, Hsien Hua, Chen, Liang-Yin, Weng, Wen-Kai, Shyue, S.-W.
Format Journal Article
LanguageEnglish
Published Amsterdam Elsevier Ltd 01.05.2007
Elsevier
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:In this study, a two-dimensional floating pier consists of single rectangular impermeable pontoon with side supporting pile-columns is studied. The purpose of this study is to present a theoretical solution for the linearized problem of incident waves exerting on a floating pier with pile-restrained. All boundary conditions are linearized in the problem, which is incorporated into a scattering problem and radiation problem with unit displacement. The method of separation of variables is used to solve for velocity potentials. For the radiation problem with unit heave and pitch amplitude, the boundary value problem with non-homogeneous boundary condition beneath the structure is solved by using a solution scheme. By calculating the wave force from velocity potential and solving the equation of motion of the floating structure simultaneously a close form theoretical solution for the problem is developed. The finite element method was also applied to calculate the dynamic responses on the supporting piles subjected to the pontoon motions and incident waves.
Bibliography:ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 23
ISSN:0029-8018
1873-5258
DOI:10.1016/j.oceaneng.2006.01.015