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Volume 47 Issue 12
Dec.  2025
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Article Contents
Jiang Yunmu,Yu Dinghao,Li Gang, et al. A model of extreme environmental conditions for wind–wave–swell and related structural analysis[J]. Haiyang Xuebao,2025, 47(12):70–83 doi: 10.12284/hyxb20250121
Citation: Jiang Yunmu,Yu Dinghao,Li Gang, et al. A model of extreme environmental conditions for wind–wave–swell and related structural analysis[J]. Haiyang Xuebao,2025, 47(12):70–83 doi: 10.12284/hyxb20250121

A model of extreme environmental conditions for wind–wave–swell and related structural analysis

doi: 10.12284/hyxb20250121
  • Received Date: 2025-06-24
  • Rev Recd Date: 2025-12-03
  • Available Online: 2025-12-17
  • Publish Date: 2025-12-31
  • Accurate assessment of a marine structure’s long-term extreme response is fundamental to its survivability, yet an unclear taxonomy of external environmental conditions hampers such assessments. While many studies prioritize wind and wind sea, real sea states are frequently multimodal, with wind sea and swell superposed. Unimodal-spectrum time-series methods cannot represent this multimodality or the statistical dependence among wind, wind sea, and swell, leading to underestimated joint extremes and biased reliability/safety evaluations. Swell—a low-frequency component whose intensity can rival wind sea—readily excites low-frequency resonance in flexible systems such as offshore wind turbines, amplifying dynamic responses and cumulative fatigue. Recent standards (IEC 61400-3-2: 2025 and China’s guideline for integrated analysis of floating offshore wind turbines) explicitly require swell to be treated as a mandatory load case. Accordingly, we treat swell as a co-equal hazard with wind and wind sea. Using reanalysis data from representative stations in the South China Sea, East China Sea, Bohai Sea, and Yellow Sea, we build a joint probabilistic model of the three drivers and, via correlation analysis, Granger causality tests, and conditional probability analysis, reveal region-specific dependence structures. For the South China Sea, the environmental contour method is then used to construct an extreme-environment model that explicitly includes swell. Results show that incorporating swell markedly increases the complexity of environmental-variable combinations; omitting it distorts the environmental model and underestimates extremes. By extending the conventional wind–wave framework to include swell and demonstrating its necessity as a hazard, the study clarifies condition categories and supplies a more complete and accurate environmental input for long-term extreme-response assessment.
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  • [1]
    茹继平, 刘加平, 曲久辉, 等. 建筑、环境与土木工程[M]. 北京: 中国建筑工业出版社, 2011.

    Ru Jiping, Liu Jiaping, Qu Jiuhui, et al. Architecture Environmental and Civil Engineering[M]. Beijing: China Architecture & Building Press, 2011.
    [2]
    林伊楠, 陶爱峰, 李雪丁, 等. 台湾海峡风涌浪分离方法研究[J]. 海洋学报, 2019, 41(11): 25−34.

    Lin Yinan, Tao Aifeng, Li Xueding, et al. Study on separation method of wind-wave and swell in the Taiwan Strait[J]. Haiyang Xuebao, 2019, 41(11): 25−34.
    [3]
    周延东, 雷震名, 孙国民, 等. 涌浪基本理论研究综述[J]. 水道港口, 2016, 37(1): 1−6. doi: 10.3969/j.issn.1005-8443.2016.01.001

    Zhou Yandong, Lei Zhenming, Sun Guomin, et al. A review on basic theory research of swell[J]. Journal of Waterway and Harbor, 2016, 37(1): 1−6. doi: 10.3969/j.issn.1005-8443.2016.01.001
    [4]
    史宪莹, 张宁川. 混合浪作用下系泊船舶运动响应规律试验研究[J]. 水动力学研究与进展, 2011, 26(5): 574−580. doi: 10.3969/j.issn1000-4874.2011.05.008

    Shi Xianying, Zhang Ningchuan. Experimental study of a mooring ship’s motion responses in mixed waves[J]. Chinese Journal of Hydrodynamics, 2011, 26(5): 574−580. doi: 10.3969/j.issn1000-4874.2011.05.008
    [5]
    Longuet-Higgins M S, Stewart R W. Changes in the form of short gravity waves on long waves and tidal currents[J]. Journal of Fluid Mechanics, 1960, 8(4): 565−583. doi: 10.1017/S0022112060000803
    [6]
    Yang Shanghui, Deng Xiaowei, Zhang Mingming, et al. Effect of wave spectral variability on the dynamic response of offshore wind turbine considering soil-pile-structure interaction[J]. Ocean Engineering, 2023, 267: 113222. doi: 10.1016/j.oceaneng.2022.113222
    [7]
    Ti Zilong, Wei Kai, Li Yongle, et al. Effect of wave spectral variability on stochastic response of a long-span bridge subjected to random waves during tropical cyclones[J]. Journal of Bridge Engineering, 2020, 25(1): 04019131 doi: 10.1061/(ASCE)BE.1943-5592.0001517
    [8]
    Li Gang, Jiang Yunmu, Yu Dinghao, et al. A mixed stochastic waves model for analyzing offshore structures considering engineering characteristics correlation of wind-generated-wave and swell[J]. Ocean Engineering, 2024, 314: 119671. doi: 10.1016/j.oceaneng.2024.119671
    [9]
    Han Xinyu, Jiang Yunpeng, Dong Sheng. Wave forces on crown wall of rubble mound breakwater under swell waves[J]. Ocean Engineering, 2022, 259: 111911. doi: 10.1016/j.oceaneng.2022.111911
    [10]
    Van Gent M R A. Influence of oblique wave attack on wave overtopping at caisson breakwaters with sea and swell conditions[J]. Coastal Engineering, 2021, 164: 103834. doi: 10.1016/j.coastaleng.2020.103834
    [11]
    Radfar S, Shafieefar M, Akbari H, et al. Design of a rubble mound breakwater under the combined effect of wave heights and water levels, under present and future climate conditions[J]. Applied Ocean Research, 2021, 112: 102711. doi: 10.1016/j.apor.2021.102711
    [12]
    Van Der Werf I M, Van Gent M R A. Wave overtopping over coastal structures with oblique wind and swell waves[J]. Journal of Marine Science and Engineering, 2018, 6(4): 149. doi: 10.3390/jmse6040149
    [13]
    Giske F I G, Leira B J, Øiseth O. Full long-term extreme response analysis of marine structures using inverse FORM[J]. Probabilistic Engineering Mechanics, 2017, 50: 1−8. doi: 10.1016/j.probengmech.2017.10.007
    [14]
    Low Y M, Huang Xiaoxu. Long-term extreme response analysis of offshore structures by combining importance sampling with subset simulation[J]. Structural Safety, 2017, 69: 79−95. doi: 10.1016/j.strusafe.2017.08.001
    [15]
    Giske F I G, Kvåle K A, Leira B J, et al. Long-term extreme response analysis of a long-span pontoon bridge[J]. Marine Structures, 2018, 58: 154−171. doi: 10.1016/j.marstruc.2017.11.010
    [16]
    Li Xuan, Zhang Wei. Long-term assessment of a floating offshore wind turbine under environmental conditions with multivariate dependence structures[J]. Renewable Energy, 2020, 147: 764−775. doi: 10.1016/j.renene.2019.09.076
    [17]
    Haver S, Winterstein S R. Environmental contour lines: a method for estimating long term extremes by a short term analysis[C]//Paper presented at the SNAME Maritime Convention. Houston: SNAME, 2008: D011S002R005.
    [18]
    Agarwal P, Manuel L. Simulation of offshore wind turbine response for long-term extreme load prediction[J]. Engineering Structures, 2009, 31(10): 2236−2246. doi: 10.1016/j.engstruct.2009.04.002
    [19]
    Winterstein S R, Ude T C, Cornell C A, et al. Environmental parameters for extreme response: inverse FORM with omission factors[C]//Proceedings of the 6th International Conference on Structural Safety and Reliability. Innsbruck: International Association for Structural Safety and Reliability, 1993: 551−557.
    [20]
    Karimirad M, Moan T. Extreme dynamic structural response analysis of catenary moored spar wind turbine in harsh environmental conditions[J]. Journal of Offshore Mechanics and Arctic Engineering, 2011, 133(4): 041103. doi: 10.1115/1.4003393
    [21]
    Rony J S, Karmakar D. Long-term response analysis of hybrid STLP-WEC offshore floating wind turbine[J]. Ships and Offshore Structures, 2025.
    [22]
    Manuel L, Nguyen P T T, Canning J, et al. Alternative approaches to develop environmental contours from metocean data[J]. Journal of Ocean Engineering and Marine Energy, 2018, 4(4): 293−310. doi: 10.1007/s40722-018-0123-0
    [23]
    Öhlschläger Y. Exploring the feasibility of placing a wind turbine on top of an FPSO[D]. Delft: Delft University of Technology, 2022.
    [24]
    Wang Xiaozhi, Pegg N. Proceedings of the 21st international ship and offshore structures congress VOLUME 3 discussions revision 1[C]//21st International Ship and Offshore Structures Congress Volume 3 Discussions. Vancouver, Canada: SNAME, 2022.
    [25]
    Chen Lingte. Integrated energy operation solution customized for floating offshore wind power characteristics[D]. Glasgow: University of Glasgow, 2024.
    [26]
    IEC. IEC 61400-3, Wind turbines-Part 3: design requirements for offshore wind turbines[S]. International Electrotechnical Commission, 2009.
    [27]
    IEC. IEC 61400-2, Wind turbines-Part 2: design requirements for small wind turbines[S]. International Electrotechnical Commission, 2013.
    [28]
    DNV. DNV-RP-C205, Environmental conditions and environmental loads[S]. Det Norske Veritas, 2017.
    [29]
    中华人民共和国住房和城乡建设部. 城市绿地规划标准: GB/T 51346−2019[S]. 北京: 中国建筑工业出版社, 2019.

    Ministry of Housing and Urban Rural Development of the People’s Republic of China. Standard for planning of urban green space: GB/T 51346-2019[S]. Beijing: China Architecture & Building Press, 2019.
    [30]
    Hersbach H, Bell B, Berrisford P, et al. The ERA5 global reanalysis[J]. Quarterly Journal of the Royal Meteorological Society, 2020, 146(730): 1999−2049. doi: 10.1002/qj.3803
    [31]
    Hersbach H, Bell B, Berrisford P, et al. The ERA5 Global Reanalysis: achieving a detailed record of the climate and weather for the past 70 years[C]//Proceedings of the 22nd EGU General Assembly. EGU, 2020: 10375.
    [32]
    Wang Jichao, Wang Yue. Evaluation of the ERA5 significant wave height against NDBC buoy data from 1979 to 2019[J]. Marine Geodesy, 2022, 45(2): 151−165. doi: 10.1080/01490419.2021.2011502
    [33]
    Çalışır E, Soran M B, Akpınar A. Quality of the ERA5 and CFSR winds and their contribution to wave modelling performance in a semi-closed sea[J]. Journal of Operational Oceanography, 2023, 16(2): 106−130. doi: 10.1080/1755876X.2021.1911126
    [34]
    Wright E E, Bourassa M A, Stoffelen A, et al. Characterizing buoy wind speed error in high winds and varying sea state with ASCAT and ERA5[J]. Remote Sensing, 2021, 13(22): 4558. doi: 10.3390/rs13224558
    [35]
    Chen Y C. A tutorial on kernel density estimation and recent advances[J]. Biostatistics & Epidemiology, 2017, 1(1): 161−187.
    [36]
    Joe H. Families of m-variate distributions with given margins and m(m-1)/2 bivariate dependence parameters[J]. Lecture Notes-Monograph Series, 1996, 28: 120−141.
    [37]
    Dißmann J, Brechmann E C, Czado C, et al. Selecting and estimating regular vine copulae and application to financial returns[J]. Computational Statistics & Data Analysis, 2013, 59: 52−69.
    [38]
    Kendall M G. A new measure of rank correlation[J]. Biometrika, 1938, 30(1/2): 81−93. doi: 10.2307/2332226
    [39]
    Pearson K. Notes on the history of correlation[J]. Biometrika, 1920, 13(1): 25−45. doi: 10.1093/biomet/13.1.25
    [40]
    Diks C, Panchenko V. A new statistic and practical guidelines for nonparametric Granger causality testing[J]. Journal of Economic Dynamics and Control, 2006, 30(9/10): 1647−1669.
    [41]
    Barnett L, Seth A K. The MVGC multivariate Granger causality toolbox: a new approach to Granger-causal inference[J]. Journal of Neuroscience Methods, 2014, 223: 50−68. doi: 10.1016/j.jneumeth.2013.10.018
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