書誌事項
- タイトル別名
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- Redundancy in the seismic reliability-based design of bridge pile foundation
- リダンダンシー オ コウリョ シタ キョウリョウ クイ キソ ノ タイシン シンライセイ セッケイホウ ニ カンスル キソテキ ケンキュウ
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抄録
The 2011 Great East Japan earthquake and 2016 Kumamoto earthquake triggered discussion about more practical concept for seismic design assuming very intense seismic action. One of such concepts is referred to as a redundancy. In this study, reliability-based seismic design methodology for bridge pile foundation is developed taking into consideration the difference of redundancy. Redundancy depends on the longitudinal or transverse number of pile foundation. In an illustrative example, partial factors to consider the difference of redundancy and to ensure the target seismic reliability for bridge under uncertainty are determined based on Monte Carlo simulation. Proposed partial factors can provide motivation to design the bridge with high redundancy.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 63A (0), 134-145, 2017
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
- 1390282763014115072
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- NII論文ID
- 130007395083
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- NII書誌ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL書誌ID
- 028107817
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可