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Cites:

Information Seminar Paper

Title

WAVE PASSAGE AND INCOHERENCY EFFECTS ON NONLINEAR RESPONSE OF HIGH ARCH DAMS

Author(s)

AKBARI M. | NADERI R.

Pages

  -

Abstract

 IN THE PRESENT PAPER, EFFECTS OF INCOHERENCY AND WAVE-PASSAGE ON NONLINEAR RESPONSES OF CONCRETE ARCH DAMS WERE INVESTIGATED. A DOUBLE CURVATURE ARCH DAM WAS SELECTED AS NUMERICAL EXAMPLE. RESERVOIR WAS MODELED AS A COMPRESSIBLE MATERIAL AND FOUNDATION WAS MODELED AS A MASS-LESS MEDIUM. GROUND MOTION TIME-HISTORIES WERE ARTIFICIALLY GENERATED USING MONTE CARLO SIMULATION APPROACH. FOUR DIFFERENT FE MODELS WERE CONSIDERED INCLUDING; UNIFORM EXCITATION; INCOHERENCE EFFECT; WAVE PASSAGE EFFECT AND; FINALLY BOTH INCOHERENCE AND WAVE PASSAGE EFFECTS. IT WAS REVEALED THAT MODELING MULTIPLE-SUPPORTS EXCITATION COULD HAVE SIGNIFICANT EFFECTS ON THE STRUCTURAL RESPONSE OF THE DAM BY INDUCING PSEUDO-STATIC EFFECT. ALSO, IT WAS CONCLUDED THAT COHERENCY EFFECT OVERSHADOW WAVE PASSAGE EFFECT AND RESULTS OBTAINED FROM NON-UNIFORM EXCITING OF FEM INCLUDING WAVE PASSAGE EFFECT IS CLOSE TO THE RESULTS OF THE FE MODEL EXITED UNIFORMLY.

Cites

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  • References

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  • Cite

    APA: Copy

    AKBARI, M., & NADERI, R.. (2015). WAVE PASSAGE AND INCOHERENCY EFFECTS ON NONLINEAR RESPONSE OF HIGH ARCH DAMS. NATIONAL CONFERENCE ON STRUCTURAL ENGINEERING IRAN. SID. https://sid.ir/paper/908439/en

    Vancouver: Copy

    AKBARI M., NADERI R.. WAVE PASSAGE AND INCOHERENCY EFFECTS ON NONLINEAR RESPONSE OF HIGH ARCH DAMS. 2015. Available from: https://sid.ir/paper/908439/en

    IEEE: Copy

    M. AKBARI, and R. NADERI, “WAVE PASSAGE AND INCOHERENCY EFFECTS ON NONLINEAR RESPONSE OF HIGH ARCH DAMS,” presented at the NATIONAL CONFERENCE ON STRUCTURAL ENGINEERING IRAN. 2015, [Online]. Available: https://sid.ir/paper/908439/en

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