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2方向地震動を受ける円形断面鋼製橋脚の限界値と動的耐震照査法に関する考察
https://nitech.repo.nii.ac.jp/records/5428
https://nitech.repo.nii.ac.jp/records/542803221a83-3cb5-4f41-8df0-53bb91871ead
名前 / ファイル | ライセンス | アクション |
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本文_fulltext (867.3 kB)
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Copyright (c) 2009 社団法人 土木学会
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2012-11-07 | |||||
タイトル | ||||||
タイトル | 2方向地震動を受ける円形断面鋼製橋脚の限界値と動的耐震照査法に関する考察 | |||||
言語 | ||||||
言語 | jpn | |||||
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 | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | 2ホウコウ ジシンドウ オ ウケル エンケイ ダンメン コウセイ キョウキャク ノ ゲンカイチ ト ドウテキ タイシン ショウサホウ ニカンスル コウサツ | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | Ultimate state and design of thin-walled circular steel columns under bi-directional seismic excitations | |||||
著者 |
後藤, 芳顯
× 後藤, 芳顯× 村木, 正幸× 海老澤, 健正 |
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著者別名 | ||||||
姓名 | Goto, Yoshiaki | |||||
著者別名 | ||||||
姓名 | Ebisawa, Takemasa | |||||
書誌情報 |
構造工学論文集 A 巻 55A, p. 629-642, 発行日 2009-03 |
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出版者 | ||||||
出版者 | 社団法人 土木学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 09108009 | |||||
書誌レコードID(NCID) | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN10122872 | |||||
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 | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | An investigation is made on how the coupling of bi-directional horizontal seismic excitations affects the ultimate behavior of thin-walled circular steel columns used as bridge piers. First, an instability criterion is derived to identify the ultimate limit state of columns under bi-directional horizontal loads. Then, an ultimate interaction curve expressed in terms of two horizontal restoring force components is derived based on the so-called pushover analysis. The accuracy of the proposed ultimate interaction curves is confirmed by carrying out an extensive materially and geometrically nonlinear dynamic analysis under various bi-directional seismic excitations. Finally, in view of the application to practical design, the derivation method of some partial safety factors is also discussed. | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf |