Hiroki Akehashi
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (2020): Simultaneous Optimization of Elastic-Plastic Building Structures and Viscous Dampers Under Critical Double Impulse. In: Frontiers in Built Environment, v. 6 (January 2020).
- (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).
- (2019): Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse. In: Frontiers in Built Environment, v. 5 (November 2019).
- (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).
- (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).
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