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• W2351870175 abstract "On the basis of the previous research, the paper intends to set up a three-dimension pattern, which takes the pile foundation as a whole piece to compute the dynamic behavior of the bridge pier supported by group piles. This new pattern synthesizes the numeric solution and analytic solution and deduces new group piles stiffness matrix. The arrangement of the group piles and the quality of the soil can be taken into account. Thereafter, a finite element program is worked out and thereby the authors analyze the effect of the pier parameters on the natural frequency of the bridge pile. The analysis is valuable to the design and inspection of the bridge pier." @default.
• W2351870175 created "2016-06-24" @default.
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• W2351870175 date "2001-01-01" @default.
• W2351870175 modified "2023-09-26" @default.
• W2351870175 title "Computation of Dynamic Behavior of Bridge Pier Supported by Group Piles" @default.
• W2351870175 hasPublicationYear "2001" @default.
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