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EVALUATION OF EARTHQUAKE-INDUCED SLIDING IN ROCKFILL DAMS
https://sucra.repo.nii.ac.jp/records/14438
https://sucra.repo.nii.ac.jp/records/14438af20654f-b55e-4264-a0c5-61aa27af6c9c
名前 / ファイル | ライセンス | アクション |
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A1003851.pdf (1.3 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2009-10-22 | |||||
タイトル | ||||||
タイトル | EVALUATION OF EARTHQUAKE-INDUCED SLIDING IN ROCKFILL DAMS | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | dam | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | (dynamic response analysis) | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | <earthquake>_ | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | <rockfill> | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | safety factor(seismic coefficient) | |||||
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 | |||||
著者 |
渡辺, 啓行
× 渡辺, 啓行× 佐藤, 征四郎× 村上, 恭子 |
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著者 ローマ字 | ||||||
WATANABE, HIROYUKI | ||||||
著者 ローマ字 | ||||||
SATO, SEISHIRO | ||||||
著者 ローマ字 | ||||||
MURAKAMI, KYOKO | ||||||
著者 所属 | ||||||
埼玉大学 | ||||||
著者 所属(別言語) | ||||||
Saitama University | ||||||
著者 所属(別言語) | ||||||
Kaihatsu Keisan Senta Co., Ltd., | ||||||
著者 所属(別言語) | ||||||
Kaihatsu Keisan Senta Co., Ltd., | ||||||
書誌情報 |
土質工学会論文報告集 en : Soils and Foundations 巻 24, 号 3, p. 1-14, 発行日 1984 |
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年月次 | ||||||
1984-9 | ||||||
出版者名 | ||||||
出版者 | 社団法人地盤工学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 03851621 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The relation between the factor of safety obtained from dynamic response analyses on arbitrary potential sliding surface of a rockfill dam and the one obtained from conventional method such as slice method has been made clear by introducing a concept of equivalent instantaneous seismic coefficient.Throughout many numerical experiments of dynamic response analyses conducted on a typical rockfill dam section with sinusoidal ground motions of various kinds of accelerations and periods, a simple expression for the sliding permanent displacements has been obtained as a function of maximum equivalent instantaneous seismic coefficient and duration of sliding which is independent of the scale and location of sliding surface, the period of ground motion and the amplitude of ground acceleration. This formula has been applied to the simplified evaluation for the sliding permanent displacements in the cases with the ground motions of recorded accelerograms.Acceleration response spectra of many recorded accelerograms have been calculated and the ratio of each maximum value to peak ground acceleration has been plotted against corresponding predominant period. With this diagram the amplitude of equivalent sinusoidal ground acceleration has been specified as 0.5 to 0.6 of peak ground acceleration in conservative side.Combining above formula with the magnification factors of the equivalent instantaneous seismic coefficients in the potential sliding circles near crest, an expression for the relationship between the amplitude of above equivalent sinusoidal ground acceleration and the earthquake-induced sliding displacement at near crest has been derived. Giving certain amount of allowable permanent displacement, an earthquake-resistant design diagram for rockfill dams concerning with the equivalent sinusoidal ground acceleration has been proposed. | |||||
注記 | ||||||
内容記述タイプ | Other | |||||
内容記述 | rights: 社団法人地盤工学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである relation: IsVersionOf: http://ci.nii.ac.jp/naid/110003959468/ |
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版 | ||||||
[出版社版] | ||||||
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 | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2009-10-08 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
A1003851 |