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Publications by Hiroyuki HASEBE
An Experimental Study on Ductility of Wide-Flange Steel Frame With Composite Beam Including Weak Joint Panel in Different Collapse Modes
Journal of Structural and Construction Engineering (Transactions of AIJ)
Related publications
Influence of Beam Flange Width on Yield Strength of Beam Flange-To-Wide Flange Column Connections With Transverse Stiffeners
Journal of Structural and Construction Engineering
Building
Construction
Architecture
SIMPLE COLUMN-BEAM JOINT OF STEEL STRUCTURES EMPLOYING STEEL FIBER REINFORCED CEMENTITIOUS COMPOSITE : Experimental Verification on Structural Performance of Joint
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Investigation on Anti-Collapse Performance of Composite Beam-Column Substructure With Welded Flange-Bolted Web Connection in Minor-Axis Direction
EXPERIMENTAL STUDY ON STRENGTH AND DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMN AND STEEL BEAM STRUCTURE JOINT OF THROUGH COLUMN TYPE : Part 3 Experimental Study of Seismic Performance on Frame Structure With Steel Brace
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Experimental Study on Deformation Capacity of Field Welding Beam to Column Joint With Different Beam End Details
Yosetsu Gakkai Ronbunshu/Quarterly Journal of the Japan Welding Society
Mechanics of Materials
Surfaces
Alloys
Mechanical Engineering
Metals
Films
Coatings
Effect of Joint Efficiency at Beam-To-Column Connection on Ductility Capacity of Composite Beams
Journal of Structural and Construction Engineering
Building
Construction
Architecture
EXPERIMENTAL STUDIES ON THE ELASTICPLASTIC STABILITY OF STEEL FRAMES : (Part 3) Cruciform Frames With Wide Flange Sections
Transactions of the Architectural Institute of Japan
EXPERIMENTAL STUDIES ON THE ELASTIC-PLASTIC STABILITY OF STEEL FRAMES : (Part 2) Portal Frames With Wide Flange Sections
Transactions of the Architectural Institute of Japan
Behavior Study of Reinforced Concrete Frame With Different Ductility Levels Under Explosive Loading
Journal of Engineering and Applied Sciences
Engineering
