{"title":"Seismic fragility and vulnerability assessment of multi-megawatt jacket-supported offshore wind turbines","authors":"Upasana Nath, Sumanta Haldar","doi":"10.1016/j.marstruc.2025.103882","DOIUrl":null,"url":null,"abstract":"<div><div>Offshore wind turbines (OWTs) are increasingly installed in earthquake-prone regions, thus it is essential to determine the seismic risks associated with these structures. To ensure structural integrity of OWT, seismic fragility and vulnerability needs to be studied to evaluate structural performance and determine earthquake damage risk. This study investigates the seismic risk associated with the multi-megawatt OWTs supported by jacketed foundation. Three-dimensional numerical modelling of jacket, pile, and tower is developed in SAP2000 using non-linear beam elements. The soil-pile interaction is modelled by using American Petroleum Institute (API) based <em>p-y</em> springs. Different damage states were defined for various subsystems of tower, nacelle and substructure to develop the fragility curves of 5, 10, and 15 MW OWTs for near-field and far-field earthquake motions, considering ground motion directionality. The fragility of 15 MW OWTs are more sensitive in case of both near-field and far-field motions. Finally, the vulnerability models of the multi-megawatt OWTs are also developed to evaluate the expected loss of the structures.</div></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"104 ","pages":"Article 103882"},"PeriodicalIF":4.0000,"publicationDate":"2025-06-20","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/S0951833925001054","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}
引用次数: 0
Abstract
Offshore wind turbines (OWTs) are increasingly installed in earthquake-prone regions, thus it is essential to determine the seismic risks associated with these structures. To ensure structural integrity of OWT, seismic fragility and vulnerability needs to be studied to evaluate structural performance and determine earthquake damage risk. This study investigates the seismic risk associated with the multi-megawatt OWTs supported by jacketed foundation. Three-dimensional numerical modelling of jacket, pile, and tower is developed in SAP2000 using non-linear beam elements. The soil-pile interaction is modelled by using American Petroleum Institute (API) based p-y springs. Different damage states were defined for various subsystems of tower, nacelle and substructure to develop the fragility curves of 5, 10, and 15 MW OWTs for near-field and far-field earthquake motions, considering ground motion directionality. The fragility of 15 MW OWTs are more sensitive in case of both near-field and far-field motions. Finally, the vulnerability models of the multi-megawatt OWTs are also developed to evaluate the expected loss of the structures.
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.