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Information Journal Paper

Title

UNCOUPLE NONLINEAR MODELING OF SEISMIC SOIL-PILE-SUPERSTRUCTURE INTERACTION IN SOFT CLAY

Pages

  275-283

Abstract

 This paper presents the numerical analysis of seismic SOIL-PILE-SUPERSTRUCTURE INTERACTION in soft clay using free-field soil analysis and beam on Winkler foundation approach. This model is developed to compute the nonlinear response of single piles under seismic loads, based on one-dimensional finite element formulation. The parameters of the proposed model are calibrated by fitting the experimental data of large-scale seismic soil-pile-structure tests which were conducted on shaking table in UC Berkeley. A comparative evaluation of single piles shows that the results obtained from the proposed procedure are in good agreement with the experimental results.

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    APA: Copy

    MOGHADAS TAFRESHI, S.N.. (2008). UNCOUPLE NONLINEAR MODELING OF SEISMIC SOIL-PILE-SUPERSTRUCTURE INTERACTION IN SOFT CLAY. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 6(4), 275-283. SID. https://sid.ir/paper/271788/en

    Vancouver: Copy

    MOGHADAS TAFRESHI S.N.. UNCOUPLE NONLINEAR MODELING OF SEISMIC SOIL-PILE-SUPERSTRUCTURE INTERACTION IN SOFT CLAY. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING[Internet]. 2008;6(4):275-283. Available from: https://sid.ir/paper/271788/en

    IEEE: Copy

    S.N. MOGHADAS TAFRESHI, “UNCOUPLE NONLINEAR MODELING OF SEISMIC SOIL-PILE-SUPERSTRUCTURE INTERACTION IN SOFT CLAY,” INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, vol. 6, no. 4, pp. 275–283, 2008, [Online]. Available: https://sid.ir/paper/271788/en

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