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ファイバー要素を用いた地盤・基礎の非線形動的相互作用モデルとその橋梁全体系の地関踏解析への適用
http://hdl.handle.net/10458/6395
http://hdl.handle.net/10458/63952871ecb0-8cf4-4a2d-bb5b-56dc30f05728
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
本文 (879.4 kB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2020-06-21 | |||||
| タイトル | ||||||
| タイトル | ファイバー要素を用いた地盤・基礎の非線形動的相互作用モデルとその橋梁全体系の地関踏解析への適用 | |||||
| 言語 | ja | |||||
| タイトル | ||||||
| タイトル | A Nonlinear Dynamic Soil-Foundation lnteraction Model Using Fiber Element and Its Application to Seismic Response Analysis of Bridge | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| キーワード | fiber element, caisson foundation, dynamic soil foundation interaction, n nolinear seismic response, earthquake ground motion, Winkler model | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
原田, 隆典
× 原田, 隆典× 野中, 哲也× 馬越, 一也× 岩村, 真樹× 王, 宏沢× Nonaka, Tstuya× Magoshi, Kazuya× Iwamura, Maki |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | This paper presents a nonlinear spring multι-Winkler model for nonlinear seismic response of foundation and superstructure system using the fiber element method. The nonlinear soil reactions are modeled by using the spring coefficents per unit area of foundation surface with 3 components consisting of normal traction and two shear tractions on foundation surface. The shapes of monotonic curves and the hystesis loops of the 3 springs are evaluated using the Mohr-Coulomb yield criterion and no rigidity of tension, and by the concrete crack model. The proposed spring model can incorporate such effects as separation and slippage at the soil foundation interface, and also the effect of coupling between the normal traction and two shear tractions on foundation surface. To demonstrate an applicability of the proposed model, a nonlinear seismic response analysis of cable stayed bridge supported by the two caisson foundations is performed and the effects of nonlinear behaviors of soil reactions are discussed. | |||||
| 書誌情報 |
応用力学論文集 巻 10, p. 1047-1054, 発行日 2007-08 |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
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Cite as
Harada, Takanori, 野中, 哲也, 馬越, 一也, 岩村, 真樹, Hongze, Wang, Nonaka, Tstuya, Magoshi, Kazuya, Iwamura, Maki, 2007, ファイバー要素を用いた地盤・基礎の非線形動的相互作用モデルとその橋梁全体系の地関踏解析への適用: 1047–1054 p.
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