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女神大橋の斜ベントを転用した仲沖橋の固有振動特性と耐震性
http://hdl.handle.net/10069/33656
http://hdl.handle.net/10069/33656c5aa579d-c312-4651-bcbb-2f7ad5a4cbe0
名前 / ファイル | ライセンス | アクション |
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JCS17_429.pdf (1.1 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2013-09-13 | |||||
タイトル | ||||||
タイトル | 女神大橋の斜ベントを転用した仲沖橋の固有振動特性と耐震性 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 女神大橋 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 斜ベントの転用 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 固有振動特性 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 非線形地震応答解析 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Megami Bridge | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | diversion of bent | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | natural vibration | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | non-linear seismic response analysis | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
著者 |
下田, 佑貴
× 下田, 佑貴× 高橋, 和雄× 中村, 聖三× 呉, 慶雄× 宮本, 敬太 |
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著者別名 | ||||||
姓名 | Shimoda, Yuki | |||||
著者別名 | ||||||
姓名 | Takahashi, Kazuo | |||||
著者別名 | ||||||
姓名 | Nakamura, Shozo | |||||
著者別名 | ||||||
姓名 | Wu, Qingxiong | |||||
著者別名 | ||||||
姓名 | Miyamoto, Keita | |||||
その他のタイトル | ||||||
その他のタイトル | Vibration characteristics and earthquake resistance of Nakaoki Bridge, which incorporates oblique bents used in the construction of Megami Bridge | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The main body of the Nakaoki Bridge incorporates an oblique bent that had been used during the construction of the Megami Bridge. This is the first time that a bent has been recycled for the purpose of reducing both construction costs and the impact on the environment. A model of this bridge's superstructure was constructed last year to test the bridge's natural vibrations. This model was subjected to microtremors in order to compare the model's natural vibrations with those of the actual bridge. A non-linear seismic response analysis also was carried out to study bridge's earthquake resistance under Level Ⅰand Level Ⅱ earthquake motions. | |||||
書誌情報 |
鋼構造年次論文報告集 en : Journal of constructional steel 巻 17, p. 429-434, 発行日 2009-11 |
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出版者 | ||||||
出版者 | 日本鋼構造協会 | |||||
出版者別言語 | ||||||
Japanese Society of Steel Construction | ||||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 18815367 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA12357809 | |||||
権利 | ||||||
権利情報 | © 日本鋼構造協会 | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 鋼構造年次論文報告集, 17, pp.429-434; 2009 |