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Author

Hiroki Akehashi

Observed name: Hiroki AKEHASHI
Institution: Takenaka (Japan)
ORCID: 0000-0003-4213-6689
Observed ORCID: 0000-0003-4213-6689
OpenAlex ID: A5021411321
Comprehensive Review of Optimal and Smart Design of Nonlinear Building Structures With and Without Passive Dampers Subjected to Earthquake Loading
2021 · Izuru Takewaki, Hiroki Akehashi · Frontiers in Built Environment · 51
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Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse
2019 · Hiroki Akehashi, Izuru Takewaki · Frontiers in Built Environment · 50
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Bounding of earthquake response via critical double impulse for efficient optimal design of viscous dampers for elastic‐plastic moment frames
2022 · Hiroki Akehashi, Izuru Takewaki · Japan Architectural Review · 43
Comparative investigation on optimal viscous damper placement for elastic-plastic MDOF structures: Transfer function amplitude or double impulse
2019 · Hiroki Akehashi, Izuru Takewaki · Soil Dynamics and Earthquake Engineering · 43
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Resilience evaluation of elastic‐plastic high‐rise buildings under resonant long‐duration ground motion
2022 · Hiroki Akehashi, Izuru Takewaki · Japan Architectural Review · 28
Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion
2022 · Hiroki Akehashi, Izuru Takewaki · The Structural Design of Tall and Special Buildings · 20
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Pseudo-double impulse for simulating critical response of elastic-plastic MDOF model under near-fault earthquake ground motion
2021 · Hiroki Akehashi, Izuru Takewaki · Soil Dynamics and Earthquake Engineering · 20
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Simultaneous Optimization of Elastic-Plastic Building Structures and Viscous Dampers Under Critical Double Impulse
2020 · Hiroki Akehashi, Izuru Takewaki · Frontiers in Built Environment · 20
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Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion
2018 · Hiroki Akehashi, Kotaro Kojima, et al. · Frontiers in Built Environment · 17
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Critical Response of Nonlinear Base-Isolated Building Considering Soil-Structure Interaction Under Double Impulse as Substitute for Near-Fault Ground Motion
2018 · Hiroki Akehashi, Kotaro Kojima, et al. · Frontiers in Built Environment · 14
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Inverse optimal damper placement via shear model for elastic–plastic moment-resisting frames under large-amplitude ground motions
2021 · Hiroki Akehashi, Izuru Takewaki · Engineering Structures · 13
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Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave
2022 · Hiroki Akehashi, Izuru Takewaki · Soil Dynamics and Earthquake Engineering · 10
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Global Simultaneous Optimization of Oil, Hysteretic and Inertial Dampers Using Real-Valued Genetic Algorithm and Local Search
2021 · Ryohei Uemura, Hiroki Akehashi, et al. · Frontiers in Built Environment · 9
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Global Optimization of Hysteretic Dampers for Elastic-plastic Mdof Structures Via Hybrid Approach of Real-coded Genetic Algorithm and Local Search
2021 · Hiroki AKEHASHI, Izuru TAKEWAKI · Journal of Structural and Construction Engineering (Transactions of AIJ) · 9
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Critical Analysis of Nonlinear Base-Isolated Building Considering Soil–Structure Interaction under Impulsive and Long-Duration Ground Motions
2021 · Hiroki Akehashi, Izuru Takewaki · Geotechnics · 9
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Modeling of resilience based on categorized recovery scenario and improving resilience with viscous damper
2022 · Hiroki Akehashi, Izuru Takewaki · Japan Architectural Review · 8
Frequency‐domain optimal viscous damper placement using lower‐bound transfer function and multimodal adaptability
2022 · Hiroki Akehashi, Izuru Takewaki · Structural Control and Health Monitoring · 8
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Ideal Drift Response Curve for Robust Optimal Damper Design for Elastic-Plastic MDOF Structures under Multi-Level Earthquakes
2021 · Hiroki Akehashi, Izuru Takewaki · Computer Modeling in Engineering & Sciences · 7
Modeling of Resilience Based on Categorized Recovery Scenario and Improving Resilience With Viscous Damper
2021 · Hiroki AKEHASHI, Izuru TAKEWAKI · Journal of Structural and Construction Engineering (Transactions of AIJ) · 6
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Critical response evaluation of damped bilinear hysteretic SDOF model under long duration ground motion simulated by multi impulse motion
2018 · Hiroki Akehashi, Kotaro Kojima, et al. · International Journal of Earthquake and Impact Engineering · 6
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Negative stiffness driven TMD with vertical load support for smart seismic control of high-rise buildings and energy response properties
2025 · Hiroki Akehashi, Kazuki Watai, et al. · Soil Dynamics and Earthquake Engineering · 3
A new reduced model of damped moment frame for rapid optimization of viscous damper placement
2022 · Hiroki Akehashi, Izuru Takewaki · Japan Architectural Review · 3
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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
2022 · Hiroki Akehashi, Izuru Takewaki · Frontiers in Built Environment · 3
Efficient Damper Design Method for Elastic-plastic Mdof Structures Under Consecutive-level Earthquakes
2021 · Hiroki Akehashi, Izuru Takewaki · COMPDYN Proceedings · 3
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Pseudo-input signal generation for smart structural control and fast seismic response analysis
2025 · Hiroki Akehashi, Bohan Wang · Frontiers in Built Environment · 2
Works count: 31
Citation count: 408
H-index: 11
I10-index: 12
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