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Soil-Structure Interaction And Its Implication For Seismic Design Of Structures
http://hdl.handle.net/10458/6573
http://hdl.handle.net/10458/65731e4ca861-5008-4bee-8503-c383ff864c74
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
本文 (354.7 kB)
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| Item type | 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 | Soil-Structure Interaction And Its Implication For Seismic Design Of Structures | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
Kashima, Nobuyuki
× Kashima, Nobuyuki× Kawashima, Kazuhiko× 原田, 隆典× Isoyama, Ryoji× Masuda, Shinichi |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | This paper presents a modified response spectrum method using the response spectra of the motions of rigid and massless embedded foundation （the result of kinematic interaction） for the seismic design of structures with huge foundations, such as suspension bridges and nuclear containments. The design procedure developed in this paper takes into consideration not only the effect of soil flexibility but also the effect of spatial variability of free-field ground motions. An illustrative pilot application example may aid in understanding the procedure, and also the soil structure interaction effect on the design requirements. | |||||
| 書誌情報 |
9WCEE en : Proceedings of ninth World Conference on Earthquake Engineering 巻 3, p. 507-512, 発行日 1988-08 |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
