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- 竹宮 宏和
- 社団法人 土木学会 Department of Civil Engineering, Okayama University
書誌事項
- タイトル別名
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- RING-PILE ANALYSIS FOR A GROUPED PILE FOUNDATION SUBJECTED TO BASE MOTION
- 基盤入力を受ける群杭基礎のリング杭解析法〔英文〕
- キバン ニュウリョク オ ウケル グンクイ キソ ノ リング クイ カイセキホ
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説明
This paper presents a FEM application, with use of the substructuing concept, to the pseudo-3-dimensional dynamic analysis of soil-pile foundation-structure interaction. The grouped piles are assumed to be in a concentric arrangement and are dealt with, based on the ring-pile modeling, by adopting the n=0 and 1 Fourier harmonics for the response in circumferential direction. Taking a bridge pier on a grouped pile foundation, as an example, the investigation is addressed to the pile head impedance functions and the associated input forces due to pile-soil-pile interaction for the base motion, and the inertial interaction between foundation and structure.
収録刊行物
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- 土木学会論文集
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土木学会論文集 1986 (368), 207-214, 1986-04-20
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680579002496
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- NII論文ID
- 130003980411
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- NII書誌ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL書誌ID
- 3077643
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- データソース種別
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- JaLC
- NDL
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