{"title":"徐变效应对木结构多层建筑应力-应变状态的影响","authors":"S. Shekhorkina, T. Kovtun-Gorbachova, V. Chaban","doi":"10.31650/2707-3068-2022-26-145-154","DOIUrl":null,"url":null,"abstract":"One of the modern directions in construction is the development of multistorey buildings, in which the main part of the structural elements is made of timber, and spatial stability is provided by reinforced concrete diaphragms or a stiffening core. A possible problem when using different materials in load-bearing structures is a significant difference in deformation characteristics and the effect of creep.","PeriodicalId":365885,"journal":{"name":"Modern structures of metal and wood","volume":"11 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"INVESTIGATION OF THE CREEP EFFECT ON THE STRESS-STRAIN STATE ON TIMBER-REINFORCED CONCRETE MULTISTOREY BUILDINGS\",\"authors\":\"S. Shekhorkina, T. Kovtun-Gorbachova, V. Chaban\",\"doi\":\"10.31650/2707-3068-2022-26-145-154\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"One of the modern directions in construction is the development of multistorey buildings, in which the main part of the structural elements is made of timber, and spatial stability is provided by reinforced concrete diaphragms or a stiffening core. A possible problem when using different materials in load-bearing structures is a significant difference in deformation characteristics and the effect of creep.\",\"PeriodicalId\":365885,\"journal\":{\"name\":\"Modern structures of metal and wood\",\"volume\":\"11 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Modern structures of metal and wood\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31650/2707-3068-2022-26-145-154\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Modern structures of metal and wood","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31650/2707-3068-2022-26-145-154","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
INVESTIGATION OF THE CREEP EFFECT ON THE STRESS-STRAIN STATE ON TIMBER-REINFORCED CONCRETE MULTISTOREY BUILDINGS
One of the modern directions in construction is the development of multistorey buildings, in which the main part of the structural elements is made of timber, and spatial stability is provided by reinforced concrete diaphragms or a stiffening core. A possible problem when using different materials in load-bearing structures is a significant difference in deformation characteristics and the effect of creep.
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