{"title":"有无栅格结构不规则钢结构建筑的动态分析","authors":"Devender Kumar Suthar, Sabhilesh Singh","doi":"10.55524/ijirem.2023.10.5.3","DOIUrl":null,"url":null,"abstract":"In this paper, our work presents the comparison of irregular steel structures with or without diagrids according to earthquake conditions proposed in IS 1893:2016. An irregular 2B + G+18 story steel building with plan size (15 m x15 m), located in zone IV having medium soil conditions is considered for analysis. The modelling and analysis are carried out using ETABS 2019 software. All structural members are designed as per IS456:2000. Analysis and study of both steel buildings, taking into account the dynamic analysis along the wind and the lateral effects of the wind and all load combinations confirming the I.S code. Building models are analyzed by ETABS 2019 software to study the effect of maximum storey displacement, maximum storey drift, base reactions, storey stiffness and storey forces etc.","PeriodicalId":507949,"journal":{"name":"International Journal of Innovative Research in Engineering and Management","volume":"33 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-10-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Dynamic Analysis of Irregular Steel Building with or Without Diagrid Structure\",\"authors\":\"Devender Kumar Suthar, Sabhilesh Singh\",\"doi\":\"10.55524/ijirem.2023.10.5.3\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In this paper, our work presents the comparison of irregular steel structures with or without diagrids according to earthquake conditions proposed in IS 1893:2016. An irregular 2B + G+18 story steel building with plan size (15 m x15 m), located in zone IV having medium soil conditions is considered for analysis. The modelling and analysis are carried out using ETABS 2019 software. All structural members are designed as per IS456:2000. Analysis and study of both steel buildings, taking into account the dynamic analysis along the wind and the lateral effects of the wind and all load combinations confirming the I.S code. Building models are analyzed by ETABS 2019 software to study the effect of maximum storey displacement, maximum storey drift, base reactions, storey stiffness and storey forces etc.\",\"PeriodicalId\":507949,\"journal\":{\"name\":\"International Journal of Innovative Research in Engineering and Management\",\"volume\":\"33 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-10-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Innovative Research in Engineering and Management\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.55524/ijirem.2023.10.5.3\",\"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 Innovative Research in Engineering and Management","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.55524/ijirem.2023.10.5.3","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
在本文中，我们根据 IS 1893:2016 中提出的地震条件，对有无对角线的不规则钢结构进行了比较。分析对象是一座不规则的 2B + G + 18 层钢结构建筑，平面尺寸（15 m x 15 m），位于中等土壤条件的 IV 区。建模和分析使用 ETABS 2019 软件进行。所有结构构件均按照 IS456:2000 标准设计。分析和研究这两座钢结构建筑时，考虑到了沿风的动态分析、风的横向影响以及所有荷载组合，确认了 I.S 规范。使用 ETABS 2019 软件对建筑模型进行分析，研究最大层位移、最大层漂移、基底反力、层刚度和层力等的影响。
Dynamic Analysis of Irregular Steel Building with or Without Diagrid Structure
In this paper, our work presents the comparison of irregular steel structures with or without diagrids according to earthquake conditions proposed in IS 1893:2016. An irregular 2B + G+18 story steel building with plan size (15 m x15 m), located in zone IV having medium soil conditions is considered for analysis. The modelling and analysis are carried out using ETABS 2019 software. All structural members are designed as per IS456:2000. Analysis and study of both steel buildings, taking into account the dynamic analysis along the wind and the lateral effects of the wind and all load combinations confirming the I.S code. Building models are analyzed by ETABS 2019 software to study the effect of maximum storey displacement, maximum storey drift, base reactions, storey stiffness and storey forces etc.
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