Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.marstruc.2010.01.001
Title: Connection design for two-floating beam system for minimum hydroelastic response
Authors: Riyansyah, M.
Wang, C.M. 
Choo, Y.S. 
Keywords: Bem
Boundary element method
Connection design
Fem
Finite element method
Hydroelastic analysis
Minimum compliance design
Very large floating structure
Vlfs
Issue Date: Jan-2010
Source: Riyansyah, M., Wang, C.M., Choo, Y.S. (2010-01). Connection design for two-floating beam system for minimum hydroelastic response. Marine Structures 23 (1) : 67-87. ScholarBank@NUS Repository. https://doi.org/10.1016/j.marstruc.2010.01.001
Abstract: This paper is concerned with the connection design for a two-floating beam system for minimum hydroelastic response. The frequency domain approach is used for the hydroelastic analysis. The fluid is modelled as an ideal fluid, and the floating beams are modelled by the Euler-Bernoulli beam theory. The boundary element method (BEM) and the finite element method (FEM) are applied to solve the governing equation of the fluid motion and the beam equation of motion, respectively. The study aims to investigate the optimum location and rotational stiffness of the connection for the two-floating beam system with the view to minimize the compliance. The study also investigates the effects of relative beam stiffnesses on the hydroelastic response of the two-floating beam system. © 2010 Elsevier Ltd.
Source Title: Marine Structures
URI: http://scholarbank.nus.edu.sg/handle/10635/65339
ISSN: 09518339
DOI: 10.1016/j.marstruc.2010.01.001
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

SCOPUSTM   
Citations

28
checked on Dec 6, 2017

WEB OF SCIENCETM
Citations

23
checked on Nov 18, 2017

Page view(s)

53
checked on Dec 10, 2017

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.