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Publications by NOBUYOSHI HISAMITSU
On THE STRENGTH AND STIFFNESS OF BEAM-TO-COLUMN CONNECTIONS IN STEEL PIPE COLUMNS : The Elasto-Plastic Behavior of Connections Subjected to Moment, Shear and Axial Loads
Transactions of the Architectural Institute of Japan
On THE STRENGTH AND STIFFNESS OF BEAM-TO-COLUMN CONNECTIONS IN STEEL PIPE COLUMNS : The Reinforcement for Shear Force in the Connections
Transactions of the Architectural Institute of Japan
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Local Elasto-Plastic Behavior of Steel Beam to Concrete-Filled Square Steel Tube Column Moment Connections Using Electroslag Welding
Journal of Structural and Construction Engineering
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On THE STRENGTH AND STIFFNESS OF BEAM-TO-COLUMN CONNECTIONS IN STEEL SQUARE-TUBE COLUMNS (Part III) : Experimental Research on Reinforce Method of Steel Square-Tube Connections Subjected to Lateral Force
Transactions of the Architectural Institute of Japan
LOCAL STRENGTH OF THE CENTRIFUGAL CAST STEEL TUBULAR COLUMNS TO H-Beam CONNECTIONS : Study of Connections Subjected to Vertical or Horizontal Loading
Journal of Structural and Construction Engineering (Transactions of AIJ)
STRUCTURAL PROPERTY OF H-Shaped BEAM-TO-BOX COLUMN CONNECTIONS WITH HIGH-STRENGTH BLIND BOLTS : Elasto-Plastic Behavior of Cruciform Frame Models Subjected to Lateral Load
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Elastoplastic Behavior of Panel Zone in Steel Beam-To-Concrete Filled Square Steel Tube Column Moment Connections
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An Experimental Study on the Cyclic Elasto-Plastic Behavior of High Strength Steel (SM570Q) Pipe Column.
Doboku Gakkai Ronbunshu
ELASTO-PLASTIC BEHAVIORS OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMNS AND THEIR CONNECTIONS WITH BEAMS : Outstanding Diaphragm Connections
Journal of Structural and Construction Engineering (Transactions of AIJ)
LIMIT ANALYSIS OF BEAM-COLUMN CONNECTIONS (VII-2) : Connections of Wide-Flange Beam to Box-Column Subjected to Bending and Thrust
Transactions of the Architectural Institute of Japan
