{"title":"对破坏相互作用的结构控制","authors":"M. Anton, F. Casciati","doi":"10.1002/STC.4300050104","DOIUrl":null,"url":null,"abstract":"Control of structures against environmental loads, such as earthquakes and wind, is generally conceived as the protection of a system with no interaction with the surrounding buildings. \n \n \n \nWhen a large facility is considered, subsystems within it are identified and, in case, controlled. Attention is focused throughout this paper on the interaction of these subsytems in extreme conditions. The new concept of controlling the failure mode arises. \n \n \n \nThe paper discusses the motivations leading one to adopt such an approach and the guidelines for its design.","PeriodicalId":135735,"journal":{"name":"Journal of Structural Control","volume":"64 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1998-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Structural control against failure interaction\",\"authors\":\"M. Anton, F. Casciati\",\"doi\":\"10.1002/STC.4300050104\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Control of structures against environmental loads, such as earthquakes and wind, is generally conceived as the protection of a system with no interaction with the surrounding buildings. \\n \\n \\n \\nWhen a large facility is considered, subsystems within it are identified and, in case, controlled. Attention is focused throughout this paper on the interaction of these subsytems in extreme conditions. The new concept of controlling the failure mode arises. \\n \\n \\n \\nThe paper discusses the motivations leading one to adopt such an approach and the guidelines for its design.\",\"PeriodicalId\":135735,\"journal\":{\"name\":\"Journal of Structural Control\",\"volume\":\"64 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1998-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Structural Control\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1002/STC.4300050104\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Structural Control","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1002/STC.4300050104","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Control of structures against environmental loads, such as earthquakes and wind, is generally conceived as the protection of a system with no interaction with the surrounding buildings.
When a large facility is considered, subsystems within it are identified and, in case, controlled. Attention is focused throughout this paper on the interaction of these subsytems in extreme conditions. The new concept of controlling the failure mode arises.
The paper discusses the motivations leading one to adopt such an approach and the guidelines for its design.