Akira Igarashi

Professor

Kyoto University

Japan

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About

Professor Akira Igarashi is a faculty member at Kyoto University in Japan. His research focuses on seismic performance, specifically in relation to damping performance of fluid viscous dampers, high-damping rubber bearings, and their applications in base-isolation structures. Recent publications include work on numerical and experimental studies of damping systems and the development of algorithms for evaluating ground motion spectra.

Articles (14)

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2023

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2023

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2023

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2023

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2023

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2022

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2022

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2022

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2021

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2021

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2021

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2021

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2021

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2020

Collaborators (4)

Ji Dang

Associate Professor

Saitama University

JAPAN

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Fabio Freddi

University College London

UNITED KINGDOM

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Xinhao He

Assistant Professor

Tohoku University

JAPAN

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Renkang Hu

Kyoto University

JAPAN

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Akira Igarashi

Research Interests

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About

Articles (14)

Hybrid simulation tests evaluating the seismic performance of lead high-damping rubber bearings at low temperatures

A multi‐layer thermo‐mechanical coupling hysteretic model for high damping rubber bearings at low temperature

Numerical and experimental study on the damping performance of the fluid viscous damper considering the gap effect

An algorithm for spectrally matching bi-directional ground motions to a target RotD100 spectrum while maintaining the radial spectral acceleration pattern

Hysteretic restoring force model of high damping rubber bearings including thermo-mechanical coupled effect

Influence of directionality of spectral‐compatible bi‐directional ground motions on critical seismic performance assessment of base‐isolation structures

Independent modal space phase‐lead velocity feedback control of floor vibration

Numerical investigation of transverse steel damper (TSD) seismic system for suspension bridges considering pounding between girder and towers

Bi-directional implementation of multiple-slider surface bearing to girder bridges: simplified 3-D modelling and seismic performance assessment

Efficient design parameter selection for nonlinear bearings to achieve multi-objective optimization of seismic performance of girder bridges by utilizing the stochastic structural response of equivalent linear systems

Lateral load performance and seismic demand of unbonded scrap tire rubber pad base isolators

Experimental investigation and seismic fragility analysis of isolated highway bridges considering the coupled effects of pier height and elastomeric bearings

Seismic fragility and uncertainty mitigation of cable restrainer retrofit for isolated highway bridges incorporated with deteriorated elastomeric bearings

Generalized hyper-viscoelastic modeling and experimental characterization of unfilled and carbon black filled natural rubber for civil structural applications

Collaborators (4)

Ji Dang

Fabio Freddi

Xinhao He

Renkang Hu

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