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基礎-地盤-構造物系の非線形動的相互作用を考慮した応答スペクトルに関する研究
http://hdl.handle.net/10458/6481
http://hdl.handle.net/10458/6481afc0726d-5a12-4145-b824-62b5aa608400
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
本文 (549.9 kB)
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| アイテムタイプ | 学術雑誌論文 / Journal Article(1) | |||||
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| 公開日 | 2020-06-21 | |||||
| タイトル | ||||||
| タイトル | 基礎-地盤-構造物系の非線形動的相互作用を考慮した応答スペクトルに関する研究 | |||||
| 言語 | ja | |||||
| タイトル | ||||||
| タイトル | A study of response spectrum considering dynamic soil structure interaction of foundation-soil-structure system | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 言語 | ja | |||||
| キーワード | 動的相互作用, 応答スペクトル, ウインクラーモデル, 有効入力地震動 | |||||
| キーワード | ||||||
| 言語 | en | |||||
| キーワード | Dynamic soil structure interaction, Response spectrum, Winkler model, Effective seismic motion | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
山下, 典彦
× 山下, 典彦× 原田, 隆典× 山下, 典彦 |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Many structures were damaged in Hanshin Area during the 1995 Hyogo-ken Nanbu earthquake, but part of the structure was slight damage. In this case, it was assumed that input to structure was reduced by the existence of feedback system in soil and foundation. It calls dynamic soil structure interaction, but now the effect takes difficult into the earthquake-resistant design. In this study, we calculated absolute response acceleration spectrum considering non-linear dynamic soil structure interaction of foundation-soil-structure system. The superstructure itself is idealized as a single degree of freedom system attached to a rigid foundation with two degree of freedom which is flexibly supported. In addition, we compared the results of it with standard acceleration response spectrum of Type II. | |||||
| 書誌情報 |
構造工学論文集 巻 47A, p. 591-598, 発行日 2001-03 |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
