S. V. Grigorev, I. Y. Petukhova, N. I. Marchuk, V. I. Palagushkin, A. V. Maksimov
{"title":"带条形板单元的空间屋面板","authors":"S. V. Grigorev, I. Y. Petukhova, N. I. Marchuk, V. I. Palagushkin, A. V. Maksimov","doi":"10.18178/ijscer.10.4.144-149","DOIUrl":null,"url":null,"abstract":"Spatial Roof Slabs (SRS) are developed, numerically calculated and designed of the full-scale SRS by the authors. Main dimensions: length-6 m., width-1.32 m., height-0.6 m, with insulation and waterproofing layer placed on the top chord SRS for the climatic construction area Dudinka town. For the experimental research, the reduced model of the SRS was calculated, designed and manufactured, in accordance with the similarity coefficient of 3.33, with dimensions: length 1.8 m, width 0.4 m, height 0.18 m. Experimental research were carried out, as a result the performance capability of this construction was proved and precision of efforts of research and numerical experiment are acceptable was revealed.","PeriodicalId":101411,"journal":{"name":"International journal of structural and civil engineering research","volume":"7 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Spatial Roof Slab with Belts of Strip Batten Elements\",\"authors\":\"S. V. Grigorev, I. Y. Petukhova, N. I. Marchuk, V. I. Palagushkin, A. V. Maksimov\",\"doi\":\"10.18178/ijscer.10.4.144-149\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Spatial Roof Slabs (SRS) are developed, numerically calculated and designed of the full-scale SRS by the authors. Main dimensions: length-6 m., width-1.32 m., height-0.6 m, with insulation and waterproofing layer placed on the top chord SRS for the climatic construction area Dudinka town. For the experimental research, the reduced model of the SRS was calculated, designed and manufactured, in accordance with the similarity coefficient of 3.33, with dimensions: length 1.8 m, width 0.4 m, height 0.18 m. Experimental research were carried out, as a result the performance capability of this construction was proved and precision of efforts of research and numerical experiment are acceptable was revealed.\",\"PeriodicalId\":101411,\"journal\":{\"name\":\"International journal of structural and civil engineering research\",\"volume\":\"7 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International journal of structural and civil engineering research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.18178/ijscer.10.4.144-149\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International journal of structural and civil engineering research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.18178/ijscer.10.4.144-149","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Spatial Roof Slab with Belts of Strip Batten Elements
Spatial Roof Slabs (SRS) are developed, numerically calculated and designed of the full-scale SRS by the authors. Main dimensions: length-6 m., width-1.32 m., height-0.6 m, with insulation and waterproofing layer placed on the top chord SRS for the climatic construction area Dudinka town. For the experimental research, the reduced model of the SRS was calculated, designed and manufactured, in accordance with the similarity coefficient of 3.33, with dimensions: length 1.8 m, width 0.4 m, height 0.18 m. Experimental research were carried out, as a result the performance capability of this construction was proved and precision of efforts of research and numerical experiment are acceptable was revealed.