Showing 1 - 14 results of 14 for search '"Elastic-plastic response"', query time: 0.71s Refine Results
  1. 1
    Comprehensive Review of Optimal and Smart Design of Nonlinear Building Structures With and Without Passive Dampers Subjected to Earthquake Loading

    Comprehensive Review of Optimal and Smart Design of Nonlinear Building Structures With and Without Passive Dampers Subjected to Earthquake Loading by Izuru Takewaki, Hiroki Akehashi

    Published 2021-02-01
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  2. 2
    Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse

    Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse by Hiroki Akehashi, Izuru Takewaki

    Published 2019-03-01
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  3. 3
    Critical earthquake response of elastic-plastic structures under near-fault ground motions (Part 1: Fling-step input)

    Critical earthquake response of elastic-plastic structures under near-fault ground motions (Part 1: Fling-step input) by Kotaro eKojima, Izuru eTakewaki

    Published 2015-07-01
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  4. 4
    Simultaneous Optimization of Elastic-Plastic Building Structures and Viscous Dampers Under Critical Double Impulse

    Simultaneous Optimization of Elastic-Plastic Building Structures and Viscous Dampers Under Critical Double Impulse by Hiroki Akehashi, Izuru Takewaki

    Published 2020-12-01
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  5. 5
    Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion

    Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion by Hiroki Akehashi, Kotaro Kojima, Izuru Takewaki

    Published 2018-03-01
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  6. 6
    Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion

    Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion by Kotaro Kojima, Izuru Takewaki

    Published 2017-07-01
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  7. 7
    Critical Earthquake Response of 2DOF Elastic-Perfectly Plastic Model Under Multiple Impulse as Substitute for Long-Duration Earthquake Ground Motions

    Critical Earthquake Response of 2DOF Elastic-Perfectly Plastic Model Under Multiple Impulse as Substitute for Long-Duration Earthquake Ground Motions by Yoshito Saotome, Kotaro Kojima, Izuru Takewaki

    Published 2019-01-01
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  8. 8
    Critical earthquake response of elastic-plastic structures under near-fault ground motions (Part 2: Forward-directivity input)

    Critical earthquake response of elastic-plastic structures under near-fault ground motions (Part 2: Forward-directivity input) by Kotaro eKojima, Izuru eTakewaki

    Published 2015-08-01
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  9. 9
    Closed-form critical earthquake response of elastic-plastic structures on compliant ground under near-fault ground motions

    Closed-form critical earthquake response of elastic-plastic structures on compliant ground under near-fault ground motions by Kotaro eKojima, Izuru eTakewaki

    Published 2016-01-01
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  10. 10
    Comparisons Between Pull-Out Behaviour of Various Hooked-End Fibres in Normal–High Strength Concretes

    Comparisons Between Pull-Out Behaviour of Various Hooked-End Fibres in Normal–High Strength Concretes by Sadoon Abdallah, David W. A. Rees

    Published 2019-04-01
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  11. 11
    General Dynamic Collapse Criterion for Elastic–Plastic Structures Under Double Impulse as Substitute of Near-Fault Ground Motion

    General Dynamic Collapse Criterion for Elastic–Plastic Structures Under Double Impulse as Substitute of Near-Fault Ground Motion by Sae Homma, Kotaro Kojima, Izuru Takewaki

    Published 2020-06-01
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  12. 12
    A simple evaluation method of seismic resistance of residential house under two consecutive severe ground motions with intensity 7

    A simple evaluation method of seismic resistance of residential house under two consecutive severe ground motions with intensity 7 by Kotaro Kojima, Izuru Takewaki

    Published 2016-07-01
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  13. 13
    Critical earthquake response of a SDOF elastic‐perfectly plastic model with viscous damping under double impulse as a substitute for near‐fault ground motion

    Critical earthquake response of a SDOF elastic‐perfectly plastic model with viscous damping under double impulse as a substitute for near‐fault ground motion by Kotaro Kojima, Yoshito Saotome, Izuru Takewaki

    Published 2018-04-01
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  14. 14
    Critical Response of Nonlinear Base-Isolated Building Considering Soil-Structure Interaction Under Double Impulse as Substitute for Near-Fault Ground Motion

    Critical Response of Nonlinear Base-Isolated Building Considering Soil-Structure Interaction Under Double Impulse as Substitute for Near-Fault Ground Motion by Hiroki Akehashi, Kotaro Kojima, Kohei Fujita, Izuru Takewaki

    Published 2018-07-01
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