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dc.contributor.author和田, 拓也-
dc.contributor.author池田, 芳樹-
dc.contributor.author倉田, 真宏-
dc.contributor.author鹿嶋, 俊英-
dc.contributor.alternativeWADA, Takuya-
dc.contributor.alternativeIKEDA, Yoshiki-
dc.contributor.alternativeKURATA, Masahiro-
dc.contributor.alternativeKASHIMA, Toshihide-
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.-
dc.format.mimetypeapplication/pdf-
dc.language.isojpn-
dc.publisher日本建築学会-
dc.publisher.alternativeArchitectural Institute of Japan-
dc.rights© 2019 日本建築学会-
dc.rights許諾条件に基づいて掲載しています。-
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'.-
dc.subjectSteel Building-
dc.subjectNatural Frequency-
dc.subjectAmplitude-dependency-
dc.subjectMain Shock-
dc.subjectLeast Squares Method with Forgetting Factor-
dc.subject鉄骨造建物-
dc.subject固有振動数-
dc.subject振幅依存性-
dc.subject本震-
dc.subject忘却係数付き逐次最小二乗法-
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-
dc.title.alternativeVERIFICATION OF METHOD TO EVALUATE AMPLITUDE-DEPENDENT NATURAL FREQUENCIES OF STEEL BUILDINGS USING MAIN SHOCK RESPONSE-
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-
dc.address京都大学防災研究所-
dc.address京都大学防災研究所-
dc.address建築研究所-
dc.address.alternativeDepartment of Architecture and Architectural Engineering, Graduate School of Engineering, Kyoto University-
dc.address.alternativeDisaster Prevention Research Institute, Kyoto University-
dc.address.alternativeDisaster Prevention Research Institute, Kyoto University-
dc.address.alternativeBuilding Research Institute-
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