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鉄道盛土の新たな耐震評価方法と耐震補強工法の検討
http://hdl.handle.net/2237/7468
http://hdl.handle.net/2237/7468f742d866-dec2-4638-85d5-e92a8ef1aec7
名前 / ファイル | ライセンス | アクション |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2007-03-15 | |||||
タイトル | ||||||
タイトル | 鉄道盛土の新たな耐震評価方法と耐震補強工法の検討 | |||||
言語 | ja | |||||
その他のタイトル | ||||||
その他のタイトル | A new method of seismic evaluation and seismic retrofit of railway embankments | |||||
言語 | en | |||||
著者 |
阪本, 泰士
× 阪本, 泰士× Sakamoto, Yasushi× 関, 雅樹× Seki, Masaki× 永尾, 拓洋× Nagao, Takuhiro× 伊藤, 義人× Itoh, Yoshito |
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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 | |||||
権利 | ||||||
言語 | ja | |||||
権利情報 | 土木学会 (許諾No.2007-012) | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | damage pattern of embankment | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | GIS | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | inclined bedrock | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | seismic ballast retraining wall | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 盛土の被災パターン | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | GIS | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 傾斜基盤 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 耐震バラスト流出防止工 | |||||
抄録 | ||||||
内容記述 | There are two typical patterns of damage observed in the railway embankments when the Mid Niigata prefecture Earthquake occured in 2004. One of them describes damage of many embankments located just on inclined bedrocks and the other shows rail buckling on the structures caused by an outflow or subsidence of the track ballast where the damage of the embankment itself was small. In this research, by the investigations of the damage found in the past earthquakes and the Mid Niigata prefecture Earthquake in 2004, the damage patterns which can be seen on the railway embankments are specified and the sites that need seismic retrofitting are selected by means of GIS. In addition, the new methods are proposed here to enable seismic evaluation of an embankment on inclined bedrocks and to prevent an outflow of ballast by installing seismic ballast retaining walls that can be applied to whole embankment structures. | |||||
言語 | en | |||||
内容記述タイプ | Abstract | |||||
出版者 | ||||||
言語 | ja | |||||
出版者 | 土木学会 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプresource | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
ISSN | ||||||
収録物識別子タイプ | PISSN | |||||
収録物識別子 | 09108009 | |||||
書誌情報 |
ja : 構造工学論文集 巻 52A, p. 743-752, 発行日 2006-03 |
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フォーマット | ||||||
application/pdf | ||||||
著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/7468 | |||||
識別子タイプ | HDL |