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contributor authorSun, Shilong
contributor authorTan, Weikai
contributor authorXu, Sudong
contributor authorXiang, Sheng
contributor authorLiu, Baiwen
date accessioned2026-08-23T08:30:14Z
date available2026-08-23T08:30:14Z
date copyright2026/08/01
date issued2026
identifier issn0892-7219
identifier otheromae-25-1175.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4316642
description abstractAbstract. Very large floating structures (VLFS) typically consist of several connected modules and connectors. The layout of floating modules and connector types will influence the motion responses and mooring forces, which are crucial for engineering design. This article established a model of a serially connected box-type floating structure with a four-point mooring system. Based on the potential-flow theory, this article investigated the effect of module numbers and connector types on six degrees-of-freedom (DOF) motion responses and mooring forces. The results indicated that increasing the module number could reduce the surge motion of the structure, but it also increased the risk of resonance in pitch motion, the recommended module number ranged from 3 to 5. The shielding effect of the front floating modules reduced not only the motion response but also the natural frequencies of the rear modules. Ball/socket connectors significantly increased the mooring forces of the multi-module floating system. The findings of this study will provide a scientific basis for the layout design of multi-module VLFS systems.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Response of Multi-Module Floating Structures: Influence of Module Number and Connector Type
typeJournal Paper
journal volume148
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4071337
journal fristpage437
journal lastpage461
page25
treeJournal of Offshore Mechanics and Arctic Engineering:;2026:;volume( 148 ):;issue:004
contenttypeFulltext


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