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  • Seismic Response and Numerical Analysis Methods
    Rui Wang
    978-3-662-49663-3
    2016
    Edition 1
    • Describes a three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand for parallel computing
    • Shares many tips on and insights into the basic force response mechanism and influence factors for the seismic response of single piles in liquefiable ground
    • Broadens our understanding of a beam on the nonlinear Winkler foundation (BNWF) method for the analysis of consolidation and reconsolidation-induced pile axial force and settlement taking the consolidation process into consideration
    • Includes supplementary material: sn.pub/extras

    €100

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