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CHARACTERISTICS OF ELEMENTARY DYNAMIC BEHAVIOR FOR THREE DIMENSIONAL SEISMIC RESPONSE OF A FILL DAM
https://sucra.repo.nii.ac.jp/records/14429
https://sucra.repo.nii.ac.jp/records/144297dcb1765-b885-4572-b799-55fb98e07716
名前 / ファイル | ライセンス | アクション |
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A1003846.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 | 2009-10-20 | |||||
タイトル | ||||||
タイトル | CHARACTERISTICS OF ELEMENTARY DYNAMIC BEHAVIOR FOR THREE DIMENSIONAL SEISMIC RESPONSE OF A FILL DAM | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | aseismic design of fill dam | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | dimensionless diagrams for eigenfrequencies and topographical factors | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | model vibration test | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | three dimensional seismic response analysis | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | three dimensional vibration mode | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | topographical feature (IGC : E8E13E14) | |||||
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× 川上, 剛 |
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著者 ローマ字 | ||||||
WATANABE, HIROYUKI | ||||||
著者 ローマ字 | ||||||
KAWAKAMI, TAKESHI | ||||||
著者 所属 | ||||||
埼玉大学 | ||||||
著者 所属(別言語) | ||||||
Dept. of Civil and Environmental Engineering, Saitama University | ||||||
著者 所属(別言語) | ||||||
Tokyo Electric Power Company, Ltd. | ||||||
書誌情報 |
土質工学会論文報告集 en : Soils and Foundations 巻 35, 号 1, p. 45-54, 発行日 1995 |
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年月次 | ||||||
1995-3 | ||||||
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 topographical features of dam sites are in general, so complex that two dimensional finite element models might not be applicable in the aseismic designs of these fill dams because of limited knowledge of how the seismic responses of dams are affected by them. Three dimensional vibration modes are not even well known. In this paper, elementary dynamic response behaviors for fill dams obtained from vibration tests on a three dimensional elastic model are discussed. These tests are simulated with a computer code for three dimensional seismic response analysis developed by the authors in order to both confirm the validity of the code and distinguish the fundamental modes. Finally, regarding the topographical features influencing the seismic responses of fill dams, the valley wall slopes in abutments and the width of a riverbed are taken into consideration in order to examine how every eigenfrequency up to the 4th order should fluctuate according to the change of each factor with a number of numerical analyses using the code. The results are presented in general diagrams representing the relationships between dimensionless eigenfrequencies and dimensionless topographical features. | |||||
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/110003960100/ |
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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 | ||||||
A1003846 |