H. Fujitani, M. Iiba, Y. Kitagawa, M. Midorikawa, T. Miyoshi, H. Kawamura, A. Tani, T. Mochio
{"title":"Seismic response control tests of building structure by fuzzy optimal logic","authors":"H. Fujitani, M. Iiba, Y. Kitagawa, M. Midorikawa, T. Miyoshi, H. Kawamura, A. Tani, T. Mochio","doi":"10.1109/ISUMA.1995.527667","DOIUrl":null,"url":null,"abstract":"The paper outlines shaking table tests and their results for an active seismic response control system that uses fuzzy optimal logic (FOL). The shaking table test results confirmed the validity of the vibration control effect of this seismic response control system. The results of this study lead to two conclusions, that the effectiveness of this FOL control system can be increased by modifying the membership function, and that the results of seismic response control tests can be qualitatively evaluated by two simulation methods.","PeriodicalId":298915,"journal":{"name":"Proceedings of 3rd International Symposium on Uncertainty Modeling and Analysis and Annual Conference of the North American Fuzzy Information Processing Society","volume":"52 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1995-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of 3rd International Symposium on Uncertainty Modeling and Analysis and Annual Conference of the North American Fuzzy Information Processing Society","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ISUMA.1995.527667","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2
Abstract
The paper outlines shaking table tests and their results for an active seismic response control system that uses fuzzy optimal logic (FOL). The shaking table test results confirmed the validity of the vibration control effect of this seismic response control system. The results of this study lead to two conclusions, that the effectiveness of this FOL control system can be increased by modifying the membership function, and that the results of seismic response control tests can be qualitatively evaluated by two simulation methods.