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Journals >Chinese Journal of Ship Research >Volume 17 >Issue 1 >Page 117 > Article

Chinese Journal of Ship Research
Vol. 17, Issue 1, 117 (2022)

Modelling methods for complex interconnection of very large floating structures based on discrete-module-beam hydroelasticity theory

Yongqiang CHEN¹, Yu ZHANG¹, and Xiantao ZHANG^1,2

Author Affiliations

¹State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China

²SJTU Yazhou Bay Institute of Deepsea SCI-TECH, Sanya 572024, China

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DOI: 10.19693/j.issn.1673-3185.02230 Cite this Article

Yongqiang CHEN, Yu ZHANG, Xiantao ZHANG. Modelling methods for complex interconnection of very large floating structures based on discrete-module-beam hydroelasticity theory[J]. Chinese Journal of Ship Research, 2022, 17(1): 117 Copy Citation Text

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References

[1] C M WANG, Z Y TAY. Very large floating structures: applications, research and development. Procedia Engineering, 14, 62-72(2011).

[2] PRICE W G, WU Y S. Hydroelasticity of marine structures[M]. Nth Holl: Elsevier Science Publishers, 1985: 311337.

[3] T I KHABAKHPASHEVA, A A KOROBKIN. Hydroelastic behaviour of compound floating plate in waves. Journal of Engineering Mathematics, 44, 21-40(2002).

[4] I SENJANOVIĆ, Š MALENICA, S TOMAŠEVIĆ. Investigation of ship hydroelasticity. Ocean Engineering, 35, 523-535(2008).

[5] E LOUKOGEORGAKI, C MICHAILIDES, D C ANGELIDES. Hydroelastic analysis of a flexible mat-shaped floating breakwater under oblique wave action. Journal of Fluids and Structures, 31, 103-124(2012).

[6] J DING, Y S WU, Y ZHOU et al. A direct coupling analysis method of hydroelastic responses of VLFS in complicated ocean geographical environment. Journal of Hydrodynamics, 31, 582-593(2019).

[7] D LU, S X FU, X T ZHANG et al. A method to estimate the hydroelastic behaviour of VLFS based on multi-rigid-body dynamics and beam bending. Ships and Offshore Structures, 14, 354-362(2019).

[8] Y G SUN, D LU, J XU et al. A study of hydroelastic behavior of hinged VLFS. International Journal of Naval Architecture and Ocean Engineering, 10, 170-179(2018).

[9] X T ZHANG, D LU. An extension of a discrete-module-beam-bending-based hydroelasticity method for a flexible structure with complex geometric features. Ocean Engineering, 163, 22-28(2018).

[10] X T ZHANG, D LU, Y GAO et al. A time domain discrete-module-beam-bending-based hydroelasticity method for the transient response of very large floating structures under unsteady external loads. Ocean Engineering, 164, 332-349(2018).

[11] W WEI, S X FU, T MOAN et al. A time-domain method for hydroelasticity of very large floating structures in inhomogeneous sea conditions. Marine Structures, 57, 180-192(2018).

[12] C JIN, F P BAKTI, M KIM. Multi-floater-mooring coupled time-domain hydro-elastic analysis in regular and irregular waves. Applied Ocean Research, 101, 102276(2020).

[13] S X FU, T MOAN, X J CHEN et al. Hydroelastic analysis of flexible floating interconnected structures. Ocean Engineering, 34, 1516-1531(2007).

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Yongqiang CHEN, Yu ZHANG, Xiantao ZHANG. Modelling methods for complex interconnection of very large floating structures based on discrete-module-beam hydroelasticity theory[J]. Chinese Journal of Ship Research, 2022, 17(1): 117

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