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Publicité

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Kojima, Kotaro / Fujita, Kohei / Takewaki, Izuru (2014): Simplified Analysis of the Effect of Soil Liquefaction on the Earthquake Pile Response. Dans: Journal of Civil Engineering and Architecture, v. 8, n. 3 (mars 2014).

    https://doi.org/10.17265/1934-7359/2014.03.004

  2. Homma, Sae / Kojima, Kotaro / Takewaki, Izuru (2020): General Dynamic Collapse Criterion for Elastic–Plastic Structures Under Double Impulse as Substitute of Near-Fault Ground Motion. Dans: Frontiers in Built Environment, v. 6 (janvier 2020).

    https://doi.org/10.3389/fbuil.2020.00084

  3. Saotome, Yoshito / Kojima, Kotaro / Takewaki, Izuru (2019): Collapse-Limit Input Level of Critical Double Impulse for Damped Bilinear Hysteretic SDOF System With Negative Post-yield Stiffness. Dans: Frontiers in Built Environment, v. 5 (novembre 2019).

    https://doi.org/10.3389/fbuil.2019.00106

  4. Akehashi, Hiroki / Kojima, Kotaro / Fujita, Kohei / Takewaki, Izuru (2019): Critical Response of Nonlinear Base-Isolated Building Considering Soil-Structure Interaction Under Double Impulse as Substitute for Near-Fault Ground Motion. Dans: Frontiers in Built Environment, v. 4 (février 2019).

    https://doi.org/10.3389/fbuil.2018.00034

  5. Akehashi, Hiroki / Kojima, Kotaro / Takewaki, Izuru (2019): Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion. Dans: Frontiers in Built Environment, v. 4 (février 2019).

    https://doi.org/10.3389/fbuil.2018.00005

  6. Saotome, Yoshito / Kojima, Kotaro / Takewaki, Izuru (2019): Critical Earthquake Response of 2DOF Elastic-Perfectly Plastic Model Under Multiple Impulse as Substitute for Long-Duration Earthquake Ground Motions. Dans: Frontiers in Built Environment, v. 4 (février 2019).

    https://doi.org/10.3389/fbuil.2018.00081

  7. Kojima, Kotaro / Takewaki, Izuru (2018): Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion. Dans: Frontiers in Built Environment, v. 3 (février 2018).

    https://doi.org/10.3389/fbuil.2017.00041

  8. Kojima, Kotaro / Takewaki, Izuru (2017): A Simple Evaluation Method of Seismic Resistance of Residential House under Two Consecutive Severe Ground Motions with Intensity 7. Dans: Frontiers in Built Environment, v. 2 (janvier 2017).

    https://doi.org/10.3389/fbuil.2016.00015

  9. Nabeshima, Kunihiko / Taniguchi, Ryo / Kojima, Kotaro / Takewaki, Izuru (2017): Closed-Form Overturning Limit of Rigid Block under Critical Near-Fault Ground Motions. Dans: Frontiers in Built Environment, v. 2 (janvier 2017).

    https://doi.org/10.3389/fbuil.2016.00009

  10. Kojima, Kotaro / Takewaki, Izuru (2017): Closed-Form Dynamic Stability Criterion for Elastic–Plastic Structures under Near-Fault Ground Motions. Dans: Frontiers in Built Environment, v. 2 (janvier 2017).

    https://doi.org/10.3389/fbuil.2016.00006

  11. Taniguchi, Ryo / Kojima, Kotaro / Takewaki, Izuru (2017): Critical Response of 2DOF Elastic–Plastic Building Structures under Double Impulse as Substitute of Near-Fault Ground Motion. Dans: Frontiers in Built Environment, v. 2 (janvier 2017).

    https://doi.org/10.3389/fbuil.2016.00002

  12. Kojima, Kotaro / Takewaki, Izuru (2017): Closed-Form Critical Earthquake Response of Elastic–Plastic Structures on Compliant Ground under Near-Fault Ground Motions. Dans: Frontiers in Built Environment, v. 2 (janvier 2017).

    https://doi.org/10.3389/fbuil.2016.00001

  13. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Input and Response of Elastic–Plastic Structures Under Long-Duration Earthquake Ground Motions. Dans: Frontiers in Built Environment, v. 1 (janvier 2016).

    https://doi.org/10.3389/fbuil.2015.00015

  14. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 2). Forward-Directivity Input. Dans: Frontiers in Built Environment, v. 1 (janvier 2016).

    https://doi.org/10.3389/fbuil.2015.00013

  15. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 1). Fling-Step Input. Dans: Frontiers in Built Environment, v. 1 (janvier 2016).

    https://doi.org/10.3389/fbuil.2015.00012

  16. Kojima, Kotaro / Fujita, Kohei / Takewaki, Izuru (2016): Critical Double Impulse Input and Bound of Earthquake Input Energy to Building Structure. Dans: Frontiers in Built Environment, v. 1 (janvier 2016).

    https://doi.org/10.3389/fbuil.2015.00005

  17. Kojima, Kotaro / Saotome, Yoshito / Takewaki, Izuru (2018): Critical earthquake response of a SDOF elastic-perfectly plastic model with viscous damping under double impulse as a substitute for near-fault ground motion. Dans: Japan Architectural Review, v. 1, n. 2 (avril 2018).

    https://doi.org/10.1002/2475-8876.10019

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