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Information Journal Paper

Title

NONLINEAR SEISMIC ANALYSIS OF PILE GROUPS IN LAYERED SOILS DUE TO KINEMATIC INTERACTION EFFECTS

Pages

  51-62

Abstract

 During earthquakes, piles undergo stresses due both motion of the superstructure (i.e. inertial interaction) and that of the surrounding soil (i.e. KINEMATIC INTERACTION). In practice, structural engineers commonly take into account stresses induced by the inertial interaction, which is responsible for pile head failure, but they neglect the effects of the KINEMATIC INTERACTION that is responsible for failures along pile’s length in the case of layered soils with highly contrasting mechanical characteristics even in the absence of the superstructure. Thus, the evaluation of kinematic forces developing in piles during earthquakes has been receiving increased interest from the researchers...

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    APA: Copy

    TAHGHIGHI, HOSSEIN, & SHABKHAN, MAJID. (2015). NONLINEAR SEISMIC ANALYSIS OF PILE GROUPS IN LAYERED SOILS DUE TO KINEMATIC INTERACTION EFFECTS. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, 2(3 ), 51-62. SID. https://sid.ir/paper/265887/en

    Vancouver: Copy

    TAHGHIGHI HOSSEIN, SHABKHAN MAJID. NONLINEAR SEISMIC ANALYSIS OF PILE GROUPS IN LAYERED SOILS DUE TO KINEMATIC INTERACTION EFFECTS. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING[Internet]. 2015;2(3 ):51-62. Available from: https://sid.ir/paper/265887/en

    IEEE: Copy

    HOSSEIN TAHGHIGHI, and MAJID SHABKHAN, “NONLINEAR SEISMIC ANALYSIS OF PILE GROUPS IN LAYERED SOILS DUE TO KINEMATIC INTERACTION EFFECTS,” BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, vol. 2, no. 3 , pp. 51–62, 2015, [Online]. Available: https://sid.ir/paper/265887/en

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