{"title":"根据TCVN 9386:2012对地震混凝土钢筋结构的主要抗震性和副抗震性进行了分类。","authors":"Mạnh Tùng Võ, Quốc Định Phùng","doi":"10.59382/j-ibst.2023.vi.vol2-7","DOIUrl":null,"url":null,"abstract":"When designing seismic resistance for reinforced concrete buildings with medium ductility class (DCM) according to TCVN 9386:2012 the load bearing structures are to be designed to meet the required ductilities. The design of ductile members is quite complicated [2] and the amount of reinforcement provided for seismic members is considerable. Even so, TCVN 9386:2012 also allows to ignore the contribution of some members to the global seismic load-bearing structural system (that are secondary seismic members) when the remaining members (primary seismic members) are sufficient to ensure the safety and stability of the building. This paper presents some basic principles of the selection, the modeling methods and the design principles of primary and secondary seismic members in reinforced concrete buildings.","PeriodicalId":350876,"journal":{"name":"Vietnam Institute for Building Science and Technology","volume":"78 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Thiết kế nhà bê tông cốt thép chịu động đất có phân loại kết cấu kháng chấn chính và phụ theo TCVN 9386:2012\",\"authors\":\"Mạnh Tùng Võ, Quốc Định Phùng\",\"doi\":\"10.59382/j-ibst.2023.vi.vol2-7\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"When designing seismic resistance for reinforced concrete buildings with medium ductility class (DCM) according to TCVN 9386:2012 the load bearing structures are to be designed to meet the required ductilities. The design of ductile members is quite complicated [2] and the amount of reinforcement provided for seismic members is considerable. Even so, TCVN 9386:2012 also allows to ignore the contribution of some members to the global seismic load-bearing structural system (that are secondary seismic members) when the remaining members (primary seismic members) are sufficient to ensure the safety and stability of the building. This paper presents some basic principles of the selection, the modeling methods and the design principles of primary and secondary seismic members in reinforced concrete buildings.\",\"PeriodicalId\":350876,\"journal\":{\"name\":\"Vietnam Institute for Building Science and Technology\",\"volume\":\"78 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Vietnam Institute for Building Science and Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.59382/j-ibst.2023.vi.vol2-7\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Vietnam Institute for Building Science and Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.59382/j-ibst.2023.vi.vol2-7","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Thiết kế nhà bê tông cốt thép chịu động đất có phân loại kết cấu kháng chấn chính và phụ theo TCVN 9386:2012
When designing seismic resistance for reinforced concrete buildings with medium ductility class (DCM) according to TCVN 9386:2012 the load bearing structures are to be designed to meet the required ductilities. The design of ductile members is quite complicated [2] and the amount of reinforcement provided for seismic members is considerable. Even so, TCVN 9386:2012 also allows to ignore the contribution of some members to the global seismic load-bearing structural system (that are secondary seismic members) when the remaining members (primary seismic members) are sufficient to ensure the safety and stability of the building. This paper presents some basic principles of the selection, the modeling methods and the design principles of primary and secondary seismic members in reinforced concrete buildings.
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
