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  1. B200 工学部/工学研究科
  2. B200a 雑誌掲載論文
  3. 学術雑誌

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/2237/7468
f742d866-dec2-4638-85d5-e92a8ef1aec7
名前 / ファイル ライセンス アクション
kozo_52A_743.pdf kozo_52A_743.pdf (1.9 MB)
Item type 学術雑誌論文 / Journal Article(1)
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

WEKO 15560

ja 阪本, 泰士

Search repository
Sakamoto, Yasushi

× Sakamoto, Yasushi

WEKO 15561

en Sakamoto, Yasushi

Search repository
関, 雅樹

× 関, 雅樹

WEKO 15562

ja 関, 雅樹

Search repository
Seki, Masaki

× Seki, Masaki

WEKO 15563

en Seki, Masaki

Search repository
永尾, 拓洋

× 永尾, 拓洋

WEKO 15564

ja 永尾, 拓洋

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Nagao, Takuhiro

× Nagao, Takuhiro

WEKO 15565

en Nagao, Takuhiro

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伊藤, 義人

× 伊藤, 義人

WEKO 15566

ja 伊藤, 義人

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Itoh, Yoshito

× Itoh, Yoshito

WEKO 15567

en Itoh, Yoshito

Search repository
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
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
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