According to Japan Railway seismic design code, truss finite element model is established considering the pile components and foundation nonlinear finite element model in this paper, an analysis on the ultimate horizontal bearing capacity of bridge pile foundation of passenger dedicated line is made and the results of m-method calculation are compared. The analysis results show that: when horizontal force at the top of pier is larger, with the pile side soil horizontal and vertical force continuously into the plastic, the calculation results differ greatly with two seismic specification; the pier top level force-displacement skeleton curve considered pile-soil interaction is available in trilinear description, the analysis results can provide a theoretical basis for the seismic analysis of the pile foundation under rare earthquake.


    Access

    Access via TIB

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Pushover Analyses of Slender Cantilever Bridge Piers with Strength and Ductility Degradation

    Di Re, Paolo / Bernardini, Davide / Ruta, Daniela et al. | Springer Verlag | 2024


    Pushover Analyses of Slender Cantilever Bridge Piers with Strength and Ductility Degradation

    Di Re, Paolo / Bernardini, Davide / Ruta, Daniela et al. | Springer Verlag | 2024



    Pushover Analysis of Long Span Bridge Bents

    Yurtaev, V. / Kaunas University of Technology | British Library Conference Proceedings | 2008


    Effects of Pile Caps on Local Scour at Bridge Piers

    Oliveto, Giuseppe / Onorati, B. / Comuniello, V. | HENRY – Federal Waterways Engineering and Research Institute (BAW) | 2006

    Free access