Taichiro Okazaki

Professor

Hokkaido University

Japan

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Professor Taichiro Okazaki is a faculty member at Hokkaido University in Japan. His research primarily focuses on seismic performance analysis, particularly regarding steel structures, connections, and their behavior during cyclic loading. His recent publications include studies on the seismic performance of steel buildings and the effects of construction methods on structural resilience.

Articles (16)

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2025

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2025

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2024

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2024

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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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2022

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2022

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2021

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2020

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2020

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2020

Collaborators (7)

Masahiro Kurata

Associate Professor

Kyoto University

JAPAN

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Shih-Ho Chao

The University of Texas at Arlington

UNITED STATES

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Richard Sause

UNITED STATES

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Yi Qie

JAPAN

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JIALIANG JIN

Nagoya University

JAPAN

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Noriyuki Takahashi

JAPAN

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James Ricles

UNITED STATES

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Taichiro Okazaki

Research Interests

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About

Articles (16)

Numerical analysis of the seismic performance of a 10-story steel building with weak panel zones based on full-scale shake-table tests

Data Paper: E‐Defense Shake‐Table Tests on a Steel Moment‐Resisting Frame Supplemented With Spines and Force‐Limiting Connections

Effect of composite slab and connection detail on cyclic behavior of steel beam-to-HSS column moment connections

Cyclic pushover analysis for seismic response evaluation of a full-scale 10-story steel building tested on the E-Defense shake-table

Modeling uncertainty of specimens employing spines and force‐limiting connections tested at E‐defense shake table

Japanese Efforts to Promote Steel Reuse in Building Construction

Numerical simulation of the cyclic‐loading behavior of steel chevron‐braced moment‐resisting frames

Cyclic-Loading Performance of Steel Beam-to-Column Moment Connections to an I-Section Column

Mechanism and Experimental Validation of Frictional Steel Truss Coupling Beams

SEISMIC PERFORMANCE OF A LARGE STEEL UNIT HOUSE FURBISHED WITH EXTERNAL WALL PANELS,外壁パネル付大型ユニットハウスの耐震性能を検証する実験

SHAKE TABLE TESTS TO EXAMINE THE SEISMIC PERFORMANCE OF STEEL UNIT HOUSES,ユニットハウスの耐震性能を検証する振動台実験

Seismic performance of steel chevron braced frames designed according to Japanese practice

Pixel-level multicategory detection of visible seismic damage of reinforced concrete components

Full-Scale Testing and Design of Special Truss Moment Frames for High-Seismic Areas

Influence of viscous damping model on time-history response analysis of elastic-plastic systems (part 1): Comparison of damping models

Numerical analysis focusing on stiffness deterioration behavior of composite beam subjected to cyclic deformations

Collaborators (7)

Masahiro Kurata

Shih-Ho Chao

Richard Sause

Yi Qie

JIALIANG JIN

Noriyuki Takahashi

James Ricles

Make your next move.

Taichiro Okazaki

Research Interests

Explore related searches

Contact this professor

About

Articles (16)

Numerical analysis of the seismic performance of a 10-story steel building with weak panel zones based on full-scale shake-table tests

Data Paper: E‐Defense Shake‐Table Tests on a Steel Moment‐Resisting Frame Supplemented With Spines and Force‐Limiting Connections

Effect of composite slab and connection detail on cyclic behavior of steel beam-to-HSS column moment connections

Cyclic pushover analysis for seismic response evaluation of a full-scale 10-story steel building tested on the E-Defense shake-table

Modeling uncertainty of specimens employing spines and force‐limiting connections tested at E‐defense shake table

Japanese Efforts to Promote Steel Reuse in Building Construction

Numerical simulation of the cyclic‐loading behavior of steel chevron‐braced moment‐resisting frames

Cyclic-Loading Performance of Steel Beam-to-Column Moment Connections to an I-Section Column

Mechanism and Experimental Validation of Frictional Steel Truss Coupling Beams

SEISMIC PERFORMANCE OF A LARGE STEEL UNIT HOUSE FURBISHED WITH EXTERNAL WALL PANELS,外壁パネル付大型ユニットハウ スの耐震性能を検証する実験

SHAKE TABLE TESTS TO EXAMINE THE SEISMIC PERFORMANCE OF STEEL UNIT HOUSES,ユニットハウスの耐震性能を検証する振動台実験

Seismic performance of steel chevron braced frames designed according to Japanese practice

Pixel-level multicategory detection of visible seismic damage of reinforced concrete components

Full-Scale Testing and Design of Special Truss Moment Frames for High-Seismic Areas

Influence of viscous damping model on time-history response analysis of elastic-plastic systems (part 1): Comparison of damping models

Numerical analysis focusing on stiffness deterioration behavior of composite beam subjected to cyclic deformations

Collaborators (7)

Masahiro Kurata

Shih-Ho Chao

Richard Sause

Yi Qie

JIALIANG JIN

Noriyuki Takahashi

James Ricles

Make your next move.

SEISMIC PERFORMANCE OF A LARGE STEEL UNIT HOUSE FURBISHED WITH EXTERNAL WALL PANELS,外壁パネル付大型ユニットハウスの耐震性能を検証する実験