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長周期地震動記録を用いた超高層建物の振動特性の時系列評価
https://nied-repo.bosai.go.jp/records/4879
https://nied-repo.bosai.go.jp/records/4879d485e59b-5da4-4527-9976-c9b62a419569
Item type | researchmap(1) | |||||||||||||
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公開日 | 2023-03-30 | |||||||||||||
タイトル | ||||||||||||||
言語 | ja | |||||||||||||
タイトル | 長周期地震動記録を用いた超高層建物の振動特性の時系列評価 | |||||||||||||
タイトル | ||||||||||||||
言語 | en | |||||||||||||
タイトル | Time Series Evaluation of Vibration Characteristics of a High-Rise Building Under Long-Period Seismic Ground Motions | |||||||||||||
言語 | ||||||||||||||
言語 | jpn | |||||||||||||
著者 |
竹平 匠吾
× 竹平 匠吾
× 山崎 文雄
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抄録 | ||||||||||||||
内容記述タイプ | Other | |||||||||||||
内容記述 | <p>In the Mw9.0 2011 Tohoku, Japan, earthquake, high-rise buildings located in Tokyo and Osaka, far from the source zone, were shaken by long-period seismic ground motion. In this study, vibration characteristics of a high-rise building located in Osaka Bay coast were investigated using seismic records obtained in the 2011 Tohoku earthquake and other events. The natural periods, participation functions and damping ratios were identified based on the fitting of theoretical transfer functions by observed Fourier spectral ratios. Through this identification, the change of modal parameters of the building in time due to structural nonlinearity and seismic retrofitting were recognized. Finally, the prediction of seismic response due to the scenario Nankai-Trough earthquake was performed.</p> | |||||||||||||
言語 | ja | |||||||||||||
抄録 | ||||||||||||||
内容記述タイプ | Other | |||||||||||||
内容記述 | <p>In the Mw9.0 2011 Tohoku, Japan, earthquake, high-rise buildings located in Tokyo and Osaka, far from the source zone, were shaken by long-period seismic ground motion. In this study, vibration characteristics of a high-rise building located in Osaka Bay coast were investigated using seismic records obtained in the 2011 Tohoku earthquake and other events. The natural periods, participation functions and damping ratios were identified based on the fitting of theoretical transfer functions by observed Fourier spectral ratios. Through this identification, the change of modal parameters of the building in time due to structural nonlinearity and seismic retrofitting were recognized. Finally, the prediction of seismic response due to the scenario Nankai-Trough earthquake was performed.</p> | |||||||||||||
言語 | en | |||||||||||||
書誌情報 |
ja : 地域安全学会論文集 en : Journal of Social Safety Science 巻 34, 号 0, p. 19-27, 発行日 2019 |
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出版者 | ||||||||||||||
言語 | ja | |||||||||||||
出版者 | 一般社団法人 地域安全学会 | |||||||||||||
出版者 | ||||||||||||||
言語 | en | |||||||||||||
出版者 | Institute of Social Safety Science | |||||||||||||
ISSN | ||||||||||||||
収録物識別子タイプ | ISSN | |||||||||||||
収録物識別子 | 1345-2088 | |||||||||||||
DOI | ||||||||||||||
関連識別子 | 10.11314/jisss.34.19 |