{"title":"带边梁圆柱壳的近似分析","authors":"Gershon Har'el","doi":"10.1016/0007-3628(74)90008-5","DOIUrl":null,"url":null,"abstract":"<div><p>The paper presents an approximate analysis of cylindrical shells with edge beams. The shell is detached from the beams, and the deformations of the components are determined separately and equalized with the aid of supplementary forces—Shear Forces T<sub>B</sub>=t<sub>B</sub>x and Transverse Forces Q<sub>B</sub> (figure 1). The basic assumption is that the shell and beams are hinge-jointed and the beams are incapable of taking up horizontal forces.</p></div>","PeriodicalId":9442,"journal":{"name":"Building Science","volume":"9 2","pages":"Pages 119-123"},"PeriodicalIF":0.0000,"publicationDate":"1974-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0007-3628(74)90008-5","citationCount":"1","resultStr":"{\"title\":\"Approximate analysis of cylindrical shells with edge beams\",\"authors\":\"Gershon Har'el\",\"doi\":\"10.1016/0007-3628(74)90008-5\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The paper presents an approximate analysis of cylindrical shells with edge beams. The shell is detached from the beams, and the deformations of the components are determined separately and equalized with the aid of supplementary forces—Shear Forces T<sub>B</sub>=t<sub>B</sub>x and Transverse Forces Q<sub>B</sub> (figure 1). The basic assumption is that the shell and beams are hinge-jointed and the beams are incapable of taking up horizontal forces.</p></div>\",\"PeriodicalId\":9442,\"journal\":{\"name\":\"Building Science\",\"volume\":\"9 2\",\"pages\":\"Pages 119-123\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1974-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0007-3628(74)90008-5\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Building Science\",\"FirstCategoryId\":\"1087\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/0007362874900085\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Building Science","FirstCategoryId":"1087","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0007362874900085","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Approximate analysis of cylindrical shells with edge beams
The paper presents an approximate analysis of cylindrical shells with edge beams. The shell is detached from the beams, and the deformations of the components are determined separately and equalized with the aid of supplementary forces—Shear Forces TB=tBx and Transverse Forces QB (figure 1). The basic assumption is that the shell and beams are hinge-jointed and the beams are incapable of taking up horizontal forces.