Alexander Belostotsky, Andrei Pavlov, Alexandr Nagibovich
{"title":"地震瞬态动力作用下带缝大跨度结构应力-应变状态的数值模拟","authors":"Alexander Belostotsky, Andrei Pavlov, Alexandr Nagibovich","doi":"10.22337/2587-9618-2023-19-3-165-172","DOIUrl":null,"url":null,"abstract":"The article presents the results of numerical simulation of a unique long-span structure subjected to seismic loads. The roof and facade of structures were connected to reinforced concrete base with joints with gaps. The simulation was realized for ideal model and model with gap imperfections. Various modeling approaches for the joints and the resulting dynamic response were examined.","PeriodicalId":36116,"journal":{"name":"International Journal for Computational Civil and Structural Engineering","volume":"25 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"NUMERICAL SIMULATION OF THE STRESS-STRAIN STATE OF A LARGE-SPAN STRUCTURE WITH JOINTS WITH GAP UNDER THE SEISMIC LOADS IN A TRANSIENT DYNAMIC\",\"authors\":\"Alexander Belostotsky, Andrei Pavlov, Alexandr Nagibovich\",\"doi\":\"10.22337/2587-9618-2023-19-3-165-172\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The article presents the results of numerical simulation of a unique long-span structure subjected to seismic loads. The roof and facade of structures were connected to reinforced concrete base with joints with gaps. The simulation was realized for ideal model and model with gap imperfections. Various modeling approaches for the joints and the resulting dynamic response were examined.\",\"PeriodicalId\":36116,\"journal\":{\"name\":\"International Journal for Computational Civil and Structural Engineering\",\"volume\":\"25 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-09-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal for Computational Civil and Structural Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.22337/2587-9618-2023-19-3-165-172\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"Engineering\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Computational Civil and Structural Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.22337/2587-9618-2023-19-3-165-172","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Engineering","Score":null,"Total":0}
NUMERICAL SIMULATION OF THE STRESS-STRAIN STATE OF A LARGE-SPAN STRUCTURE WITH JOINTS WITH GAP UNDER THE SEISMIC LOADS IN A TRANSIENT DYNAMIC
The article presents the results of numerical simulation of a unique long-span structure subjected to seismic loads. The roof and facade of structures were connected to reinforced concrete base with joints with gaps. The simulation was realized for ideal model and model with gap imperfections. Various modeling approaches for the joints and the resulting dynamic response were examined.