{"title":"弹性基础上变刚度比基础板弯曲模型","authors":"N. N. Nekrasova, Lyudmila V. Akchurina","doi":"10.1680/JENCM.18.00002","DOIUrl":null,"url":null,"abstract":"The study addresses the problem of designing slabs with variable stiffness to meet such requirements as reducing material consumption, ensuring reliability, durability and cost-effectiveness. The p...","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":"61 1","pages":""},"PeriodicalIF":1.1000,"publicationDate":"2019-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Foundation slabs bending model with variable stiffness ratio rested on elastic foundation\",\"authors\":\"N. N. Nekrasova, Lyudmila V. Akchurina\",\"doi\":\"10.1680/JENCM.18.00002\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The study addresses the problem of designing slabs with variable stiffness to meet such requirements as reducing material consumption, ensuring reliability, durability and cost-effectiveness. The p...\",\"PeriodicalId\":54061,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics\",\"volume\":\"61 1\",\"pages\":\"\"},\"PeriodicalIF\":1.1000,\"publicationDate\":\"2019-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/JENCM.18.00002\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/JENCM.18.00002","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Foundation slabs bending model with variable stiffness ratio rested on elastic foundation
The study addresses the problem of designing slabs with variable stiffness to meet such requirements as reducing material consumption, ensuring reliability, durability and cost-effectiveness. The p...
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