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CLC number: U615.35
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 0000-00-00
Cited: 7
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Dynamic response analysis of a moored crane-ship with a flexible boom
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Hui-li REN, Xue-lin WANG, Yu-jin HU, Cheng-gang LI. Dynamic response analysis of a moored crane-ship with a flexible boom[J]. Journal of Zhejiang University Science A, 2008, 9(1): 26-31.
@article{title="Dynamic response analysis of a moored crane-ship with a flexible boom",
author="Hui-li REN, Xue-lin WANG, Yu-jin HU, Cheng-gang LI",
journal="Journal of Zhejiang University Science A",
volume="9",
number="1",
pages="26-31",
year="2008",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A071308"
}
%0 Journal Article
%T Dynamic response analysis of a moored crane-ship with a flexible boom
%A Hui-li REN
%A Xue-lin WANG
%A Yu-jin HU
%A Cheng-gang LI
%J Journal of Zhejiang University SCIENCE A
%V 9
%N 1
%P 26-31
%@ 1673-565X
%D 2008
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A071308
TY - JOUR
T1 - Dynamic response analysis of a moored crane-ship with a flexible boom
A1 - Hui-li REN
A1 - Xue-lin WANG
A1 - Yu-jin HU
A1 - Cheng-gang LI
J0 - Journal of Zhejiang University Science A
VL - 9
IS - 1
SP - 26
EP - 31
%@ 1673-565X
Y1 - 2008
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A071308
Abstract: The dynamic response of moored crane-ship is studied. Governing equations for the dynamic response of a crane-ship coupled with the pendulum motion of the payload are derived based on Lagrange’s equations. The boom is modeled based on finite element method, while the payload is modeled as a planar pendulum of point mass. The dynamic response was studied using numerical method. The calculation results show that the large-amplitude responses occur at wave periods near the natural period of the payload. Load swing angle is smaller for crane-ship with flexible boom, in comparison with rigid boom. The ship surge motions have large vibrations for crane-ship with flexible boom, which were not observed for a rigid boom. The analysis identifies the significance of key parameters and reveals how the system design can be adjusted to avoid critical conditions.
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