APPLICABILITY OF FIBER MODEL TO RC PILE-SOIL INTERACTION ANALYSIS
Copyright policy ) Takeshi MAKI; Hiroshi MUTSUYOSHI; Koichi MAEKAWA;
APPLICABILITY OF FIBER MODEL TO RC PILE-SOIL INTERACTION ANALYSIS
鉄筋コンクリート構造物全体系の応答解析手法の確立を見据え, 杭体-地盤界面における非線形局所挙動を含むRC杭の非線形応答解析に, 線材モデル (fiber model) がどの程度適用できるかを, 既往の載荷実験結果との比較から総合的に検討を行った. 杭体-地盤間の界面剥離 (No Tension) が構造応答に及ぼす影響は小さくはなく, 杭体に生じる最大損傷深さが深いほど, その影響が顕著に表れることを明らかにした. さらに, 杭-地盤系の数値応答評価への適用を念頭に置き, 本論文で用いた解析モデルに対して, 推定精度の検討を行った.
selected citations These citations are derived from selected sources.This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).0 popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.Average influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).Average impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.Average
selected citations
Citations provided by BIP!
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
Citations provided by BIP!popularityPopularity provided by BIP!
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
Popularity provided by BIP! 0
Average
Average
Average
bronze
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