杭基礎構造物の耐震性に及ぼす基礎梁の剛性の影響

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書誌事項

タイトル別名
  • EFFECT OF FOUNDATION GIRDER STIFFNESS ON PILE RESPONSE DURING EARTHQUAKE
  • クイ キソ コウゾウブツ ノ タイシンセイ ニ オヨボス キソリョウ ノ ゴウセイ ノ エイキョウ

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Centrifuge model tests were performed to investigate an effect of foundation girder stiffness on the dynamic characteristics of pile-supported buildings. The results show that the response of a building is influenced by the stiffness of girders. If the girder stiffness is not rigid, the response of a structure and corner piles are less than that of the rigid girder case. An analysis was carried out to simulate the result of a centrifuge model test. In the analysis, a three-dimensional frame model was used. A comparison between experimental and analytical results shows a possibility that this numerical model can be capable of considering the stiffness of girders, and also the soil-pile dynamic interaction effect.

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