{"title":"风电塔架系统抗震性能分析与安全评价","authors":"Q. Cao","doi":"10.1109/ICHCESWIDR54323.2021.9656241","DOIUrl":null,"url":null,"abstract":"The seismic safety and serviceability of main wind turbine tower system structures after an earthquake is important to the seismic reliability of the whole wind engineering. This study proposed a performance-based seismic design methodology for wind towers system based on the incremental dynamic analysis (IDA) by finite element method, which taken into account the interaction of the tower system with the soil ground. An IDA-based seismic assessment method including fractile and fragility analyses for a 1.5MW wind turbine tower system case was developed. Then, the occurrence and development of the concrete foundation cracks, failure modes and mechanisms were investigated according to a series of nonlinear numerical simulation tests.","PeriodicalId":425834,"journal":{"name":"2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR)","volume":"36 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic Performance Analysis and Safety Assessment of Wind Turbine Tower System\",\"authors\":\"Q. Cao\",\"doi\":\"10.1109/ICHCESWIDR54323.2021.9656241\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The seismic safety and serviceability of main wind turbine tower system structures after an earthquake is important to the seismic reliability of the whole wind engineering. This study proposed a performance-based seismic design methodology for wind towers system based on the incremental dynamic analysis (IDA) by finite element method, which taken into account the interaction of the tower system with the soil ground. An IDA-based seismic assessment method including fractile and fragility analyses for a 1.5MW wind turbine tower system case was developed. Then, the occurrence and development of the concrete foundation cracks, failure modes and mechanisms were investigated according to a series of nonlinear numerical simulation tests.\",\"PeriodicalId\":425834,\"journal\":{\"name\":\"2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR)\",\"volume\":\"36 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-11-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/ICHCESWIDR54323.2021.9656241\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ICHCESWIDR54323.2021.9656241","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Seismic Performance Analysis and Safety Assessment of Wind Turbine Tower System
The seismic safety and serviceability of main wind turbine tower system structures after an earthquake is important to the seismic reliability of the whole wind engineering. This study proposed a performance-based seismic design methodology for wind towers system based on the incremental dynamic analysis (IDA) by finite element method, which taken into account the interaction of the tower system with the soil ground. An IDA-based seismic assessment method including fractile and fragility analyses for a 1.5MW wind turbine tower system case was developed. Then, the occurrence and development of the concrete foundation cracks, failure modes and mechanisms were investigated according to a series of nonlinear numerical simulation tests.