{"title":"建筑物抗震设计","authors":"S. Helmy","doi":"10.1201/9781420039931-25","DOIUrl":null,"url":null,"abstract":"The Seismic energy subjected to a building structure during strong earthquake is dissipated in part by damping and in part by yielding of the structure components. The energy dissipation capacity of the Building structure should exceed the energy input demand imposed by the ground motion.","PeriodicalId":35683,"journal":{"name":"Bulletin of the International Institute of Seismology and Earthquake Engineering","volume":"31 1","pages":"67-77"},"PeriodicalIF":0.0000,"publicationDate":"1997-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic design of buildings\",\"authors\":\"S. Helmy\",\"doi\":\"10.1201/9781420039931-25\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The Seismic energy subjected to a building structure during strong earthquake is dissipated in part by damping and in part by yielding of the structure components. The energy dissipation capacity of the Building structure should exceed the energy input demand imposed by the ground motion.\",\"PeriodicalId\":35683,\"journal\":{\"name\":\"Bulletin of the International Institute of Seismology and Earthquake Engineering\",\"volume\":\"31 1\",\"pages\":\"67-77\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1997-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of the International Institute of Seismology and Earthquake Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1201/9781420039931-25\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"Earth and Planetary Sciences\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of the International Institute of Seismology and Earthquake Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1201/9781420039931-25","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Earth and Planetary Sciences","Score":null,"Total":0}
The Seismic energy subjected to a building structure during strong earthquake is dissipated in part by damping and in part by yielding of the structure components. The energy dissipation capacity of the Building structure should exceed the energy input demand imposed by the ground motion.
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