ダウンロード数: 690

このアイテムのファイル:
ファイル 記述 サイズフォーマット 
j.sandf.2014.06.017.pdf367.81 kBAdobe PDF見る/開く
タイトル: Seismic design of highway bridge foundations with the effects of liquefaction since the 1995 Kobe earthquake
著者: Tamura, Keiichi
著者名の別形: 田村, 敬一
キーワード: Seismic design
Highway bridge
Foundation
Liquefaction
Design Specifications for Highway Bridges
発行日: Aug-2014
出版者: Elsevier B.V. with Japanese Geotechnical Society
誌名: Soils and Foundations
巻: 54
号: 4
開始ページ: 874
終了ページ: 882
抄録: The seismic design of highway bridges has been improved through the lessons learned from earthquake damage and advances in earthquake engineering. The Design Specifications for Highway Bridges, including a volume on seismic design, have been revised three times since the 1995 Kobe earthquake. This report presents the major changes and improvements in the seismic design techniques for highway bridge foundations with the effects of liquefaction and their background since the 1995 Kobe earthquake. Particular emphasis is placed on the liquefaction potential assessment, ductility design of pier and abutment foundations for liquefaction, and seismic design of pier foundations for liquefaction-induced ground flow.
著作権等: © 2014 Japanese Geotechnical Society. Production and hosting by Elsevier B.V.
この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。
This is not the published version. Please cite only the published version.
URI: http://hdl.handle.net/2433/191330
DOI(出版社版): 10.1016/j.sandf.2014.06.017
出現コレクション:学術雑誌掲載論文

アイテムの詳細レコードを表示する

Export to RefWorks


出力フォーマット 


このリポジトリに保管されているアイテムはすべて著作権により保護されています。