Wave Loads on Offshore Structure—2nd Edition

A special issue of Journal of Marine Science and Engineering (ISSN 2077-1312). This special issue belongs to the section "Ocean Engineering".

Deadline for manuscript submissions: 20 July 2026 | Viewed by 354

Special Issue Editors


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Guest Editor
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
Interests: offshore structure seismic; fluid–structure interaction; pile-soil interaction
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Guest Editor
Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Interests: bridge engineering; bridge hydrodynamics; nonlinear structural analysis; fluid–structure interaction; risk assessment of coastal hazards
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The Journal of Marine Science and Engineering is pleased to announce a Special Issue entitled "Wave Loads on Offshore Structure—2nd Edition", which is based on the great success of our previous Special Issue with the same title.

The ocean is rich in resources, such as oil, gas, wave power, and wind power. The development of these resources heavily relies on different types of offshore structures, including various platforms, as well as fixed or floating structures. In addition, the development of coastal cities also demands the construction of more sea-crossing transportation structures, including underwater tunnels, sea bridges, and breakwaters. These offshore structures face challenges in the complex ocean environment, where the impact of waves and currents remains a primary factor leading to structural damage. Despite numerous studies on wave and current loads, this topic continues to be one of the most important unresolved issues in the field of ocean engineering. Further research would deepen our understanding of hydrodynamic loads, enabling better guidance for engineering applications and enhancing the safety design and operation of offshore structures.

Thus, this Special Issue aims to highlight recent advances in wave and current loads on offshore structures, the dynamics of these structures under such loads, and corresponding vibration mitigation methods.

Prof. Dr. Piguang Wang
Prof. Dr. Kai Wei
Guest Editors

Manuscript Submission Information

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Keywords

  • fluid-structure interaction
  • wave and current loads
  • offshore structural dynamics
  • hydrodynamic load analysis

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Published Papers (1 paper)

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Research

28 pages, 3469 KB  
Article
Influence of Rotor–Nacelle Assembly Modeling Fidelity on Dynamic Behavior of 15 MW Monopile-Supported Offshore Wind Turbine
by Chuchen Wang, Haoyong Qian and Renqiang Xi
J. Mar. Sci. Eng. 2026, 14(10), 956; https://doi.org/10.3390/jmse14100956 (registering DOI) - 21 May 2026
Abstract
This paper investigates the impact of rotor–nacelle assembly (RNA) structural models on the dynamic response of a 15 MW monopile-supported offshore wind turbine (MOWT). Three RNA models, distributed parameter (DPM), multi-particle (MPM), and concentrated point mass (CPM), were established in ADINA. Model reliability [...] Read more.
This paper investigates the impact of rotor–nacelle assembly (RNA) structural models on the dynamic response of a 15 MW monopile-supported offshore wind turbine (MOWT). Three RNA models, distributed parameter (DPM), multi-particle (MPM), and concentrated point mass (CPM), were established in ADINA. Model reliability was confirmed through verification against BModes and OpenFAST, covering natural frequencies, mode shapes, and responses under normal environmental loads. The analyses reveal the following: (1) RNA modeling significantly impacts higher-order modal frequencies, with the MPM/CPM exhibiting substantial errors (up to −20.3% and 9.5% for second-order tower mode) and failing to capture blade deformation modes; (2) under low-frequency dominated wave loads, the MPM/CPM predict peak responses within ±10% tolerance; (3) for seismic loads, the discrepancy in three models is governed by input motion spectral characteristics, showing smaller errors under far-field motions (fundamental mode dominated) but significant errors under near-field motions (higher-mode excited). These findings collectively provide theoretical guidance for RNA model selection in MOWTs. Full article
(This article belongs to the Special Issue Wave Loads on Offshore Structure—2nd Edition)
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