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白鳥大橋主塔基礎架設時の3次元地震応答解析
http://hdl.handle.net/10258/1059
http://hdl.handle.net/10258/1059258cd31e-9d90-4dae-ae7d-a05a922ea9f6
名前 / ファイル | ライセンス | アクション |
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JSE41A_1145_1995.pdf (644.4 kB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-04-27 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 白鳥大橋主塔基礎架設時の3次元地震応答解析 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Three dimensional seismic analysis of the main tower foundation of Swan Bridge | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | seismic analysis | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | continuous underground wall | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | foundation | |||||||||||
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 | |||||||||||
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 | |||||||||||
著者 |
小針, 憲司
× 小針, 憲司× 岸, 徳光
WEKO
483
× 松岡, 健一 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | To construct the main tower foundation of suspension bridge (the Swan Bridge), the method using an artifical island and a continuous underground deep wall was applied. Since the firm bed rock is found to lie 103 m below the sea level and the continuous underground deep wall becomes a tall structure with 106 m height, it is very important to study the stability of the structure for earthquake. In this paper, the dynamic stabilities of the continuous underground deep wall for earthquake at five stages of its construction are numerically discussed. Numerical analyses are executed considering the interaction among the continuous underground deep wall, an artificial island and its surrounding ground, by means of finite ring element method. An artificial earthquake wave made for the design of the bridge is inputted on base rock. From this study, both dynamic bending stresses in the continuous underground deep wall generated according to the beam and plate actions can numerically estimated. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 41, p. 1145-1152, 発行日 1995-03 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 土木学会 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 120004080478 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 510 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | PISSN | |||||||||||
収録物識別子 | 09108009 | |||||||||||
書誌レコードID | ||||||||||||
収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AN10122872 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | Copyright 1995 土木学会 ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。 | |||||||||||
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 | |||||||||||
フォーマット | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | application/pdf |