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However, in fact, an actual seismic load has three components for N-S (north-south), E-W (east-west) and U-D (up-down) directions. The current paper presents a series of numerical results of steel box columns, which are used as piers of viaduct, under 3-d seismic load with 3 components. Two types of ground motion patterns of the main shock and the maximum aftershock measured in the Chuetsu Earthquake in 2004 are used as the seismic load. The results indicate that the severer deformation arises in the columns under 2-d (N-S and E-W components) or 3-d seismic load than the 1-d load by the main shock. However, under the aftershock, which contains ground motion of higher frequency, 1-d load gives larger displacement. (c) 2010 Elsevier Ltd. 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Behaviour of steel columns under 3-D seismic load
http://hdl.handle.net/10091/16090
http://hdl.handle.net/10091/1609068c824d7-b763-4b01-9207-b23371b3058a
名前 / ファイル | ライセンス | アクション |
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BEHAVIOUR_STEEL_COLUMNS_UNDER_3-D_SEISMIC_LOAD.pdf (2.7 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2012-11-26 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Behaviour of steel columns under 3-D seismic load | |||||
言語 | ||||||
言語 | eng | |||||
DOI | ||||||
識別子タイプ | DOI | |||||
関連識別子 | https://doi.org/10.1016/j.tws.2010.09.016 | |||||
関連名称 | 10.1016/j.tws.2010.09.016 | |||||
キーワード | ||||||
主題 | Seismic behaviour, Steel box column, Vertical component | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
著者 |
Shimizu, Shigeru
× Shimizu, Shigeru |
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信州大学研究者総覧へのリンク | ||||||
氏名 | Shimizu, Shigeru | |||||
URL | http://soar-rd.shinshu-u.ac.jp/profile/ja.WCyhZVkh.html | |||||
出版者 | ||||||
出版者 | ELSEVIER SCI LTD | |||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | THIN-WALLED STRUCTURES. 49(5):544-553 (2011) | |||||
書誌情報 |
THIN-WALLED STRUCTURES 巻 49, 号 5, p. 544-553, 発行日 2011-05 |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | In the current Japanese bridge design code, the seismic load of only one direction (1-dimension, 1-d) is considered. However, in fact, an actual seismic load has three components for N-S (north-south), E-W (east-west) and U-D (up-down) directions. The current paper presents a series of numerical results of steel box columns, which are used as piers of viaduct, under 3-d seismic load with 3 components. Two types of ground motion patterns of the main shock and the maximum aftershock measured in the Chuetsu Earthquake in 2004 are used as the seismic load. The results indicate that the severer deformation arises in the columns under 2-d (N-S and E-W components) or 3-d seismic load than the 1-d load by the main shock. However, under the aftershock, which contains ground motion of higher frequency, 1-d load gives larger displacement. | |||||
資源タイプ(コンテンツの種類) | ||||||
内容記述タイプ | Other | |||||
内容記述 | Article | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0263-8231 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA1064448X | |||||
出版タイプ | ||||||
出版タイプ | AM | |||||
出版タイプResource | http://purl.org/coar/version/c_ab4af688f83e57aa | |||||
WoS | ||||||
表示名 | Web of Science | |||||
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