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ID 17270
本文ファイル
別タイトル
A Proposal on the Simple and Easy Method of Seismic Response Calculation of Embankments Considering Vertical Seismic Motion
著者
秦 吉弥
加納 誠二
山下 典彦
キーワード
Embankment, horizontal and vertical seismic response, modified Newmark method
NDC
建築学
抄録(英)
Since the UD direction ground motions of the Hyogoken-nambu and Niigataken-chuetsu earthquakes were very large, it suffered the seismic damage that earth structures was very enormous. However, the effects which vertical seismic motion exerts on the destruction of embankment aren't taken sufficiently into account in the seismic design of the earth structures, So, in this study, the simple and easy calculation method of seismic response calculation that the vibration characteristics in the horizontal and vertical direction of embankments were taken into consideration at the same time is proposed. Then, the modified Newmark method that response characteristics in both directions of embankments were taken into consideration is proposed.
掲載誌名
広島大学大学院工学研究科研究報告
55巻
1号
開始ページ
27
終了ページ
34
出版年月日
2006-12
出版者
広島大学大学院工学研究科
ISSN
1347-7218
NCID
言語
日本語
NII資源タイプ
紀要論文
広大資料タイプ
学内刊行物(紀要等)
DCMIタイプ
text
フォーマット
application/pdf
著者版フラグ
publisher
部局名
工学研究科
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