{"title":"利用有限元法对围绕与带下部结构的箱梁桥相连的马蹄形盾构隧道的耦合无砟轨道进行模态分析","authors":"Aniket Chaudhary, K. Nallasivam","doi":"10.1007/s41062-024-01519-0","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":504634,"journal":{"name":"Innovative Infrastructure Solutions","volume":"8 9","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-05-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Modal analysis of a coupled ballastless railway track surrounding a horse shoe shape shield tunnel linked to a box-girder bridge with substructure using finite element method\",\"authors\":\"Aniket Chaudhary, K. Nallasivam\",\"doi\":\"10.1007/s41062-024-01519-0\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":504634,\"journal\":{\"name\":\"Innovative Infrastructure Solutions\",\"volume\":\"8 9\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-05-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Innovative Infrastructure Solutions\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1007/s41062-024-01519-0\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Innovative Infrastructure Solutions","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1007/s41062-024-01519-0","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Modal analysis of a coupled ballastless railway track surrounding a horse shoe shape shield tunnel linked to a box-girder bridge with substructure using finite element method