Kikuo IKARASHI

Shanghai Institute for Science of Science — China

Engineering · Physical Sciences

11h-index526citations153works0.62yr avg
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Research Topics

Structural Load-Bearing Analysis(136), Structural Behavior of Reinforced Concrete(50), Structural Engineering and Vibration Analysis(43), Structural Analysis and Optimization(39), Vibration and Dynamic Analysis(13)

Publications153 total

STRUCTURAL PERFORMANCE EVALUATION OF I-SHAPED BEAM MEMBERS CONSIDERING LOCAL BUCKLING COLLAPSE MODE
Journal of Structural and Construction Engineering (Transactions of AIJ)·2025· 1 citedOpen Access
EFFECT OF MEMBER GEOMETRY AND BOUNDARY CONDITION OF PLATE END EDGES ON RELATIONSHIP BETWEEN ELASTIC BUCKLING STRENGTH AND ULTIMATE STRENGTH OF COLD-FORMED THIN-WALLED STEEL MEMBERS
Journal of Structural and Construction Engineering (Transactions of AIJ)·2025Open Access
Strength and Behavior of Elastic Critical Distortional Buckling for Cold‐Formed Channel Member Under Compression
Japan Architectural Review·2025Open Access
PREDICTION METHODS OF MAXIMUM STRENGTH OF LOCAL BUCKLING H-SHAPED BEAMS CONNECTED BY FLUSH END PLATES
Journal of Structural and Construction Engineering (Transactions of AIJ)·2024Open Access
STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION
Journal of Structural and Construction Engineering (Transactions of AIJ)·2024· 1 citedOpen Access
Elastic Critical Buckling Coefficients for Skew Plates of Steel Structures under Biaxial Normal Stress
Buildings·2024Open Access
Elastic Critical Buckling Coefficients for Oblique Plates of Steel Structures under Biaxial Normal Stress
Preprints.org·2024Open Access
Effect of Amplitude of Cyclic Loading on the Collapse Modes of I-Shaped Beams with Local Buckling
Lecture notes in civil engineering·2024· 1 cited
Influence of Eccentricity on Elastic Critical Buckling Load and Behavior of Cold-Formed Steel Lipped Channel Columns
Lecture notes in civil engineering·2024Open Access
Elastic critical local buckling load and behavior of local buckling for cold‐formed lipped channel steel member under compression
Japan Architectural Review·2024· 3 citedOpen Access
EFFECT OF LOADING PROTOCOL ON DETERIORATING BEHAVIOR DUE TO LOCAL BUCKLING OF BOX-SECTION STEEL MEMBERS
Journal of Structural and Construction Engineering (Transactions of AIJ)·2023· 5 citedOpen Access
PREDICTION METHODS OF MOMENT ROTATION RELATIONSHIP OF BUCKLING H-SHAPED BEAMS UNDER ONE SIDE LOADING
Journal of Structural and Construction Engineering (Transactions of AIJ)·2023Open Access
Elastic critical local buckling stress in cold-formed lipped channel and hat sections under uniform compression
Thin-Walled Structures·2023· 8 citedOpen Access
ELASTIC LOCAL BUCKLING STRENGTH OF I-SHAPED BEAM WEB PLATES SUBJECTED TO END MOMENTS AND UNIFORMLY DISTRIBUTED LOAD
Journal of Structural and Construction Engineering (Transactions of AIJ)·2023Open Access
INFLUENCE OF UPPER FLANGE CONTINUOUS RESTRAINT CONDITION ON PLASTIC DEFORMATION CAPACITY OF I-SHAPED BEAMS
Journal of Structural and Construction Engineering (Transactions of AIJ)·2023· 1 citedOpen Access
Strength of bolted steel structural members under eccentric tension
Japan Architectural Review·2023Open Access
Required number of self‐drilling screws for built‐up column comprising cold‐formed lipped channel sections to ensure flexural buckling as a single unit member
Japan Architectural Review·2023· 2 citedOpen Access
Elastic Shear Buckling Coefficients for Oblique Plates
Mathematical Problems in Engineering·2022· 4 citedOpen Access
Elastic Local Buckling Strength of Wide Flange Beams Web Subjected to End Moment and Distributed Load
ce/papers·2022Open Access
STRENGTH AND BEHAVIOR OF ELASTIC DISTORTIONAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION
Journal of Structural and Construction Engineering (Transactions of AIJ)·2021· 5 citedOpen Access
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Frequent Co-authors

Toshiro Suzuki(10), Kazuya MITSUI(8), Tao Wang(6), Tomoki KOBASHI(6), Nobutaka Shimizu(5), Takuya Suzuki(5), Keiichi SATSUKAWA(4), Ryota Suekuni(3), Toshiyuki OGAWA(3), Kosuke Sato(3), Keiichi Sato(2), Takuma Shinohara(2), Yasuhiro Tsuneki(2), Nobuyuki TOMO(2), Y Ohnishi(2), Ryohei KUWADA(2), Takeshi Azuma(2), Tatsuhiko SANO(2), Ryoichi Kanno(1), Koji Hanya(1)