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振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析
https://kitami-it.repo.nii.ac.jp/records/8097
https://kitami-it.repo.nii.ac.jp/records/80975d4117be-622a-4db8-9b86-830e085b1d81
名前 / ファイル | ライセンス | アクション |
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2009.03_振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析.pdf (1.2 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2016-03-08 | |||||
タイトル | ||||||
言語 | ja | |||||
タイトル | 振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Nonlinear seismic response analysis of steel cable stayed bridge model based on vibration monitoring data | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 振動測定 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 鋼斜張橋 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 常時微動 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 非線形地震時応答解析 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | vibration monitoring | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | steel cable stayed bridge | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ambient vibration | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | nonlinear seismic response analysis | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
アクセス権 | ||||||
アクセス権 | open access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
その他のタイトル | ||||||
その他のタイトル | Nonlinear seismic response analysis of steel cable stayed bridge model based on vibration monitoring data | |||||
著者 |
木村, 浩士
× 木村, 浩士× 宮森, 保紀× 三上, 修一× 山崎, 智之× 大島, 俊之 |
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著者別名 | ||||||
姓名 | Kimura, Hiroshi | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | Miyamori, Yasunori | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | Mikami, Shuichi | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | Yamazaki, Tomoyuki | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | Oshima, Toshiyuki | |||||
言語 | en | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Structural monitoring is expected to improve accuracy of seismic performance evaluation of existing structures. Vibration monitoring data is suitable for composing dynamic numerical model and ambient vibration data are available instead of limited number of seismic data. In this study, a steel cable stayed bridge is modeled based on ambient vibration data and its bearing are represented in bilinear model. Validity of the model is confirmed by dynamic response analysis for recorded minor seismic waves. Then large seismic ground motions are input to the model and different action of bearing is confirmed. Hence the entire responses of the bridge are reasonable for each seismic input by using the proposed model. |
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書誌情報 |
構造工学論文集 A 巻 55A, p. 317-328, 発行日 2009-03 |
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DOI | ||||||
識別子タイプ | DOI | |||||
関連識別子 | http://doi.org/10.11532/structcivil.55A.317 | |||||
権利 | ||||||
権利情報 | c 2009 公益社団法人 土木学会 | |||||
出版者 | ||||||
出版者 | 公益社団法人 土木学会 | |||||
著者版フラグ | ||||||
値 | publisher | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |