Hongtao Li , Ersegun D. Gedikli , Zhengshun Cheng , Junji Sawamura , Raed Lubbad , Wenjun Lu
{"title":"动波作用下无底圆筒冰载荷的实验研究","authors":"Hongtao Li , Ersegun D. Gedikli , Zhengshun Cheng , Junji Sawamura , Raed Lubbad , Wenjun Lu","doi":"10.1016/j.marstruc.2025.103902","DOIUrl":null,"url":null,"abstract":"<div><div>In this study, we report the results of a comprehensive experimental analysis of ice loads on a bottomless cylinder under dynamic wave action and explore advanced methods to identify, isolate, and quantify these loads. To achieve this, we investigate and discuss various system identification techniques, such as the Prony method, dynamic mode decomposition (DMD), and covariance-driven stochastic subspace identification (SSI-cov), highlighting their applicability to experimental data. We also employ advanced signal processing approaches, including Robust Principal Component Analysis (RPCA) and robust local regression, to separate ice loads from quasi-periodic wave loads. Our findings reveal that ice and wave loads exhibit a positive correlation with wave height. Further, when the wave height remains unchanged, the normalized collision duration increases with wave frequency and shows insignificant dependence on peak ice loads. Additionally, ice loads are found to be <span><math><mrow><mn>3</mn><mo>∼</mo><mn>4</mn></mrow></math></span> times larger than wave loads. These results contribute to advancing our understanding of wave–ice–structure interactions and provide practical insights for designing resilient offshore structures in ice-infested waters.</div></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"106 ","pages":"Article 103902"},"PeriodicalIF":5.1000,"publicationDate":"2025-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Ice loads on a bottomless cylinder under dynamic wave action: An experimental study\",\"authors\":\"Hongtao Li , Ersegun D. Gedikli , Zhengshun Cheng , Junji Sawamura , Raed Lubbad , Wenjun Lu\",\"doi\":\"10.1016/j.marstruc.2025.103902\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>In this study, we report the results of a comprehensive experimental analysis of ice loads on a bottomless cylinder under dynamic wave action and explore advanced methods to identify, isolate, and quantify these loads. To achieve this, we investigate and discuss various system identification techniques, such as the Prony method, dynamic mode decomposition (DMD), and covariance-driven stochastic subspace identification (SSI-cov), highlighting their applicability to experimental data. We also employ advanced signal processing approaches, including Robust Principal Component Analysis (RPCA) and robust local regression, to separate ice loads from quasi-periodic wave loads. Our findings reveal that ice and wave loads exhibit a positive correlation with wave height. Further, when the wave height remains unchanged, the normalized collision duration increases with wave frequency and shows insignificant dependence on peak ice loads. Additionally, ice loads are found to be <span><math><mrow><mn>3</mn><mo>∼</mo><mn>4</mn></mrow></math></span> times larger than wave loads. These results contribute to advancing our understanding of wave–ice–structure interactions and provide practical insights for designing resilient offshore structures in ice-infested waters.</div></div>\",\"PeriodicalId\":49879,\"journal\":{\"name\":\"Marine Structures\",\"volume\":\"106 \",\"pages\":\"Article 103902\"},\"PeriodicalIF\":5.1000,\"publicationDate\":\"2025-09-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Marine Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S095183392500125X\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Marine Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S095183392500125X","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Ice loads on a bottomless cylinder under dynamic wave action: An experimental study
In this study, we report the results of a comprehensive experimental analysis of ice loads on a bottomless cylinder under dynamic wave action and explore advanced methods to identify, isolate, and quantify these loads. To achieve this, we investigate and discuss various system identification techniques, such as the Prony method, dynamic mode decomposition (DMD), and covariance-driven stochastic subspace identification (SSI-cov), highlighting their applicability to experimental data. We also employ advanced signal processing approaches, including Robust Principal Component Analysis (RPCA) and robust local regression, to separate ice loads from quasi-periodic wave loads. Our findings reveal that ice and wave loads exhibit a positive correlation with wave height. Further, when the wave height remains unchanged, the normalized collision duration increases with wave frequency and shows insignificant dependence on peak ice loads. Additionally, ice loads are found to be times larger than wave loads. These results contribute to advancing our understanding of wave–ice–structure interactions and provide practical insights for designing resilient offshore structures in ice-infested waters.
期刊介绍:
This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.