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Publicité

Hiroki Akehashi

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. Akehashi, Hiroki / Takewaki, Izuru (2022): Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave. Dans: Soil Dynamics and Earthquake Engineering, v. 157 (juin 2022).

    https://doi.org/10.1016/j.soildyn.2022.107254

  2. Akehashi, Hiroki / Takewaki, Izuru: Frequency‐domain optimal viscous damper placement using lower‐bound transfer function and multimodal adaptability. Dans: Structural Control and Health Monitoring.

    https://doi.org/10.1002/stc.2951

  3. Akehashi, Hiroki / Takewaki, Izuru (2022): Bounding of earthquake response via critical double impulse for efficient optimal design of viscous dampers for elastic‐plastic moment frames. Dans: Japan Architectural Review, v. 5, n. 2 (avril 2022).

    https://doi.org/10.1002/2475-8876.12262

  4. Uemura, Ryohei / Akehashi, Hiroki / Fujita, Kohei / Takewaki, Izuru (2021): Global Simultaneous Optimization of Oil, Hysteretic and Inertial Dampers Using Real-Valued Genetic Algorithm and Local Search. Dans: Frontiers in Built Environment, v. 7 (janvier 2021).

    https://doi.org/10.3389/fbuil.2021.795577

  5. Akehashi, Hiroki / Takewaki, Izuru (2022): Inverse optimal damper placement via shear model for elastic–plastic moment-resisting frames under large-amplitude ground motions. Dans: Engineering Structures, v. 250 (janvier 2022).

    https://doi.org/10.1016/j.engstruct.2021.113457

  6. Akehashi, Hiroki / Takewaki, Izuru (2021): Pseudo-double impulse for simulating critical response of elastic-plastic MDOF model under near-fault earthquake ground motion. Dans: Soil Dynamics and Earthquake Engineering, v. 150 (novembre 2021).

    https://doi.org/10.1016/j.soildyn.2021.106887

  7. Takewaki, Izuru / Akehashi, Hiroki (2021): Comprehensive Review of Optimal and Smart Design of Nonlinear Building Structures With and Without Passive Dampers Subjected to Earthquake Loading. Dans: Frontiers in Built Environment, v. 7 (janvier 2021).

    https://doi.org/10.3389/fbuil.2021.631114

  8. Akehashi, Hiroki / Takewaki, Izuru (2020): Simultaneous Optimization of Elastic-Plastic Building Structures and Viscous Dampers Under Critical Double Impulse. Dans: Frontiers in Built Environment, v. 6 (janvier 2020).

    https://doi.org/10.3389/fbuil.2020.623832

  9. Akehashi, Hiroki / Takewaki, Izuru (2020): Comparative investigation on optimal viscous damper placement for elastic-plastic MDOF structures: Transfer function amplitude or double impulse. Dans: Soil Dynamics and Earthquake Engineering, v. 130 (mars 2020).

    https://doi.org/10.1016/j.soildyn.2019.105987

  10. Akehashi, Hiroki / Takewaki, Izuru (2019): Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse. Dans: Frontiers in Built Environment, v. 5 (novembre 2019).

    https://doi.org/10.3389/fbuil.2019.00020

  11. 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

  12. 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

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