THE SEISMIC PERFORMANCE OF A STEEL-PILE FOUNDATION WITH INCLINED PILES
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- OKAWA Katsunori
- 三菱重工業 (株) 高砂研究所
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- KAMEI Hiroyuki
- 三菱重工業 (株) 神戸造船所
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- ZHANG Feng
- 岐阜大学 流域圏科学研究センター
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- HIGUCHI Mikie
- 岐阜大学大学院 土木工学専攻
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- KIMURA Makoto
- 京都大学大学院 工学研究科都市社会工学専攻
Bibliographic Information
- Other Title
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- 斜杭を有する鋼管杭基礎の地震時の支持性能
- シャ クイ オ ユウスル コウカン クイ キソ ノ ジシンジ ノ シジ セイノウ
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Description
In this paper, dynamic analyses on a full system, which consists of ground, group-pile foundation and superstructure, are conducted using a three-dimensional static and dynamic finite element analysis code DGPILE-3D to investigate the seismic performance of a steel-pile foundation with inclined piles. And dynamic analyses, in which an axial-force dependent model for pile is introduced, are conducted to evaluate the behavior of inclined piles filled with concrete. Furthermore, the seismic performance of a steel-pile foundation with inclined piles is evaluated in comparison with the caisson foundation, which has the same magnitude as the steel-pile foundation, and then it was found that the seismic performances of their foundations for the superstructure are nearly same.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2005 (806), 806_1-806_12, 2005
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205602963072
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- NII Article ID
- 10016726609
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 7748576
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed