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dc.contributor.author和田, 拓也ja
dc.contributor.author池田, 芳樹ja
dc.contributor.author倉田, 真宏ja
dc.contributor.author鹿嶋, 俊英ja
dc.contributor.alternativeWADA, Takuyaen
dc.contributor.alternativeIKEDA, Yoshikien
dc.contributor.alternativeKURATA, Masahiroen
dc.contributor.alternativeKASHIMA, Toshihideen
dc.date.accessioned2019-06-28T08:05:30Z-
dc.date.available2019-06-28T08:05:30Z-
dc.date.issued2019-03-
dc.identifier.issn0910-8033-
dc.identifier.urihttp://hdl.handle.net/2433/242290-
dc.description.abstractThe understanding of amplitude-dependent dynamic properties is useful to forecast the structural performance under aftershocks. The authors have proposed an analytical method that uses only a main shock response to evaluate the amplitude-dependency of natural frequencies for steel buildings. The effectiveness has been verified by the vibration data recorded at an actual 29-story steel building in Tokyo under the 2011 Great Tohoku Earthquake. To investigate its effectiveness and practicability more, this paper applies the same method to four other steel office buildings that were excited under the Tohoku Earthquake: a 15-story building in Sendai, 20-story and 21-story buildings in Tokyo, and a 23-story building in Yokohama. These application examples illustrate the high effectiveness of the proposed evaluation method.en
dc.format.mimetypeapplication/pdf-
dc.language.isojpn-
dc.publisher日本建築学会ja
dc.publisher.alternativeArchitectural Institute of Japanen
dc.rights© 2019 日本建築学会ja
dc.rights許諾条件に基づいて掲載しています。ja
dc.rightsThe full-text file will be made open to the public on 1 March 2020 in accordance with publisher's 'Terms and Conditions for Self-Archiving'.en
dc.subjectSteel Buildingen
dc.subjectNatural Frequencyen
dc.subjectAmplitude-dependencyen
dc.subjectMain Shocken
dc.subjectLeast Squares Method with Forgetting Factoren
dc.subject鉄骨造建物ja
dc.subject固有振動数ja
dc.subject振幅依存性ja
dc.subject本震ja
dc.subject忘却係数付き逐次最小二乗法ja
dc.title振幅依存性をもつ鉄骨造建物の固有振動数を本震応答のみで評価する方法の検証ja
dc.title.alternativeVERIFICATION OF METHOD TO EVALUATE AMPLITUDE-DEPENDENT NATURAL FREQUENCIES OF STEEL BUILDINGS USING MAIN SHOCK RESPONSEen
dc.typejournal article-
dc.type.niitypeJournal Article-
dc.identifier.ncidAN10249636-
dc.identifier.jtitle構造工学論文集 B-
dc.identifier.volume65B-
dc.identifier.spage17-
dc.identifier.epage30-
dc.textversionpublisher-
dc.address京都大学大学院工学研究科建築学専攻ja
dc.address京都大学防災研究所ja
dc.address京都大学防災研究所ja
dc.address建築研究所ja
dc.address.alternativeDepartment of Architecture and Architectural Engineering, Graduate School of Engineering, Kyoto Universityen
dc.address.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.address.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.address.alternativeBuilding Research Instituteen
dcterms.accessRightsopen access-
datacite.date.available2020-03-01-
出現コレクション:学術雑誌掲載論文等

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