| 掲載雑誌（和）： | 日本地震工学シンポジウム論文集 |
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| Vol： | 11巻 |
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| 年： |
2002年
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| 頁： |
1269-1274頁
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| 著者（和）： |
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| タイトル（和）： |
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| 抄録（和）： |
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| キーワード（和）： |
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| 掲載雑誌（英）： |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| 著者（英）： |
Yingcai Han
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| タイトル（英）： |
EFFECTS OF SOIL-PILE-STRUCTURE INTERACTION ON SEISMIC RESPONSE
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| 抄録（英）： |
The seismic behavior of tall buildings can be greatly affected by non-linear soil-pile interaction during strong earthquakes. In this study a 20-storey building is examined as a typical structure supported on a pile foundation with base conditions. The effects of pile foundation displacemets on the behavior of tall building are investigated, and compared with the behavior of buildings supported on shallow foundation. With a model of non-reflective boundary between the near field and far field, Novak's method of soil-pile interaction is improved. The computation method for vibration of pile foundations and DYNAN computer program are introduced comprehensively. A series of dynamic experiments have been done on full-scale piles, including single pile and group, linar, vibration and nonlinear vibration, to verify the validity of boundary zone model.
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| キーワード（英）： |
soil-structure interaction, vibration of piles, seismic response of tall building, soil-pile-structure interaction, soil dynamics, nonlinear vibration
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| 記事区分： |
-
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| 区分： |
委員会論文集 |
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