Evgenija Stojkoska, T. Arangjelovski, G. Markovski, P. Mark
{"title":"钢筋混凝土梁在持续荷载作用下的长期性能:根据欧洲规范2试验与分析结果的比较","authors":"Evgenija Stojkoska, T. Arangjelovski, G. Markovski, P. Mark","doi":"10.55302/sjce21102075s","DOIUrl":null,"url":null,"abstract":"Long-term behavior RC beams sustained long–term behavior of reinforced concrete elements subjected to different intensity of sustained load, as well as its influence on the serviceability limit states. A comparison was also made with the results obtained with modern analytical models in the codes.","PeriodicalId":30755,"journal":{"name":"Selected Scientific Papers Journal of Civil Engineering","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"LONG-TERM BEHAVIOR OF RC BEAMS SUBJECTED TO SUSTAINED LOAD: COMPARISON BETWEEN EXPERIMENTAL AND ANALYTICAL RESULTS ACCORDING TO EUROCODE 2\",\"authors\":\"Evgenija Stojkoska, T. Arangjelovski, G. Markovski, P. Mark\",\"doi\":\"10.55302/sjce21102075s\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Long-term behavior RC beams sustained long–term behavior of reinforced concrete elements subjected to different intensity of sustained load, as well as its influence on the serviceability limit states. A comparison was also made with the results obtained with modern analytical models in the codes.\",\"PeriodicalId\":30755,\"journal\":{\"name\":\"Selected Scientific Papers Journal of Civil Engineering\",\"volume\":\"1 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Selected Scientific Papers Journal of Civil Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.55302/sjce21102075s\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Selected Scientific Papers Journal of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.55302/sjce21102075s","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
LONG-TERM BEHAVIOR OF RC BEAMS SUBJECTED TO SUSTAINED LOAD: COMPARISON BETWEEN EXPERIMENTAL AND ANALYTICAL RESULTS ACCORDING TO EUROCODE 2
Long-term behavior RC beams sustained long–term behavior of reinforced concrete elements subjected to different intensity of sustained load, as well as its influence on the serviceability limit states. A comparison was also made with the results obtained with modern analytical models in the codes.