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入力の多次元相関を考慮した多自由度系の確率論的解析(〈特集〉D & D 2007)
https://kindai.repo.nii.ac.jp/records/1343
https://kindai.repo.nii.ac.jp/records/1343a8d453d3-f9c2-4717-80b6-cc9308db263d
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN00187463-20080525-1113.pdf (2.2 MB)
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| アイテムタイプ | ☆学術雑誌論文 / Journal Article(1) | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| 公開日 | 2012-09-04 | |||||||||
| タイトル | ||||||||||
| タイトル | 入力の多次元相関を考慮した多自由度系の確率論的解析(〈特集〉D & D 2007) | |||||||||
| その他（別言語等）のタイトル | ||||||||||
| その他のタイトル | Stochastic Analysis of Multi-Degree-of-Freedom Structure Considering the Correlation Between Multi Components of Input(〈Special Issue〉D & D 2007) | |||||||||
| 著者 |
持尾, 隆士
× 持尾, 隆士
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| 言語 | ||||||||||
| 言語 | jpn | |||||||||
| キーワード | ||||||||||
| 主題 | Random Vibration, Seismic Motion, Nuclear Engineering, Probabilistic Method, Risk | |||||||||
| 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(英) | ||||||||||
| 言語 | en | |||||||||
| 値 | MOCHIO, Takashi | |||||||||
| 著者 所属 | ||||||||||
| 値 | 近畿大学生物理工学部 | |||||||||
| 著者所属(翻訳) | ||||||||||
| 値 | Department of Intelligent Systems, Kinki University | |||||||||
| 版 | ||||||||||
| 出版タイプ | VoR | |||||||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||
| 出版者 名前 | ||||||||||
| 出版者 | 日本機械学会 | |||||||||
| 書誌情報 |
日本機械学會論文集. C編 en : Transactions of the Japan Society of Mechanical Engineers. C 巻 74, 号 741, p. 1113-1121, 発行日 2008-05-01 |
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| ISSN | ||||||||||
| 収録物識別子タイプ | ISSN | |||||||||
| 収録物識別子 | 03875024 | |||||||||
| 識別番号 その他 | ||||||||||
| 内容記述タイプ | Other | |||||||||
| 内容記述 | 110006685248 | |||||||||
| 抄録 | ||||||||||
| 内容記述タイプ | Abstract | |||||||||
| 内容記述 | [Abstract] The regulatory guide for seismic design of nuclear power plant has been vastly revised at several fields. Main items under revision are observed such as the requirement of making appropriate concern for the dynamic coupling effects of horizontal and vertical components of earthquake, and the consideration of probabilistic risk assessment against the uncertainty of earthquake. The purpose of this paper, therefore, is to estimate the stochastic responses of multi-degree-of-freedom structure with closely spaced natural frequencies under the consideration of the correlations between multi components of earthquake. For this target, one mathematical model is developed in order to analytically evaluate the effects of correlation between components of input, and the stochastic vibration analysis is executed based on FEM-based eigen mode analysis and transition matrix method. The analytical results are compared with those by Monte Carlo simulation. Failure probability of structure is also explained as a typical example applying the proposed technique to the probabilistic seismic design. | |||||||||
| 内容記述 | ||||||||||
| 内容記述タイプ | Other | |||||||||
| 内容記述 | Copyright (c) 2008, 一般社団法人日本機械学会, 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/110006685248/ | |||||||||
| 資源タイプ | ||||||||||
| 内容記述タイプ | Other | |||||||||
| 内容記述 | Journal Article | |||||||||
| フォーマット | ||||||||||
| 内容記述タイプ | Other | |||||||||
| 内容記述 | application/pdf | |||||||||
