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Hiroki Akehashi

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Akehashi, Hiroki / Fujita, Naohiro (2024): A new processing method of ground acceleration data for fast and accurate evaluation of maximum seismic structural response. In: Japan Architectural Review, v. 8, n. 1 (23 October 2024).

    https://doi.org/10.1002/2475-8876.70008

  2. Akehashi, Hiroki / Takewaki, Izuru (2022): A new reduced model of damped moment frame for rapid optimization of viscous damper placement. In: Japan Architectural Review, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/2475-8876.12302

  3. Akehashi, Hiroki / Takewaki, Izuru (2022): Closed-form critical response of elastic-plastic shear building with viscous damper under pseudo-double impulse for simulating resonant response under near-fault fling-step motion. In: Frontiers in Built Environment, v. 8 (February 2022).

    https://doi.org/10.3389/fbuil.2022.964867

  4. Akehashi, Hiroki / Takewaki, Izuru (2022): Resilience evaluation of elastic‐plastic high‐rise buildings under resonant long‐duration ground motion. In: Japan Architectural Review, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/2475-8876.12280

  5. Akehashi, Hiroki / Takewaki, Izuru (2022): Modeling of resilience based on categorized recovery scenario and improving resilience with viscous damper. In: Japan Architectural Review, v. 5, n. 3 (30 June 2022).

    https://doi.org/10.1002/2475-8876.12273

  6. Akehashi, Hiroki / Takewaki, Izuru (2022): Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion. In: The Structural Design of Tall and Special Buildings, v. 31, n. 14 (14 September 2022).

    https://doi.org/10.1002/tal.1969

  7. 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. In: Soil Dynamics and Earthquake Engineering, v. 157 (June 2022).

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

  8. Akehashi, Hiroki / Takewaki, Izuru (2022): Frequency‐domain optimal viscous damper placement using lower‐bound transfer function and multimodal adaptability. In: Structural Control and Health Monitoring, v. 29, n. 7 (March 2022).

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

  9. 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. In: Japan Architectural Review, v. 5, n. 2 (April 2022).

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

  10. 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. In: Frontiers in Built Environment, v. 7 (January 2021).

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

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

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

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

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

  13. 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. In: Frontiers in Built Environment, v. 7 (January 2021).

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

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

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

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

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

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

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

  17. 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. In: Frontiers in Built Environment, v. 4 (February 2019).

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

  18. 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. In: Frontiers in Built Environment, v. 4 (February 2019).

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

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