{"title":"考虑模态峰值因子的复完全二次组合法估算中层隔震建筑最大响应","authors":"Yuji Ishizawa, M. Kohiyama","doi":"10.11345/NCTAM.63.67","DOIUrl":null,"url":null,"abstract":"Many researchers have investigated the vibration characteristics of mid-story isolated buildings. However, a formula to estimate their maximum responses has still room for improvement. A complex complete quadratic combination method is reformed using mode-dependent peak factors. The response of a mid-story isolated building model under white noise ground motion is analyzed and it is confirmed that the reformed formula gives slightly larger, safer-side estimates in most cases.","PeriodicalId":330369,"journal":{"name":"Theoretical and applied mechanics Japan","volume":"55 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2015-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Maximum response estimation of a mid-story isolated building based on complex complete quadratic combination method considering mode-dependent peak factors\",\"authors\":\"Yuji Ishizawa, M. Kohiyama\",\"doi\":\"10.11345/NCTAM.63.67\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Many researchers have investigated the vibration characteristics of mid-story isolated buildings. However, a formula to estimate their maximum responses has still room for improvement. A complex complete quadratic combination method is reformed using mode-dependent peak factors. The response of a mid-story isolated building model under white noise ground motion is analyzed and it is confirmed that the reformed formula gives slightly larger, safer-side estimates in most cases.\",\"PeriodicalId\":330369,\"journal\":{\"name\":\"Theoretical and applied mechanics Japan\",\"volume\":\"55 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2015-10-10\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Theoretical and applied mechanics Japan\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.11345/NCTAM.63.67\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Theoretical and applied mechanics Japan","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.11345/NCTAM.63.67","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Maximum response estimation of a mid-story isolated building based on complex complete quadratic combination method considering mode-dependent peak factors
Many researchers have investigated the vibration characteristics of mid-story isolated buildings. However, a formula to estimate their maximum responses has still room for improvement. A complex complete quadratic combination method is reformed using mode-dependent peak factors. The response of a mid-story isolated building model under white noise ground motion is analyzed and it is confirmed that the reformed formula gives slightly larger, safer-side estimates in most cases.
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