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Publications by Toshio SAEKI
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
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Related publications
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
Structural Behaviors of Concrete Filled Square Tubular High Strength Steel Column to H-Beam 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
2163) Experimental Study on Elasto-Plastic Behabiour of Wide-Flange Beam-Column Connections : I High Strength Friction Bolted Connections With Haunch(Structure)
Transactions of the Architectural Institute of Japan
Limit Analysis of Beam-Column Connections (VIII-1) : Cruciform Connections of Wideflange Members Subjected to Strong-Axis Bending and Thrust on Column
Transactions of the Architectural Institute of Japan
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
Building
Construction
Architecture
Hysteresis Loop Model of Joint Panels in H-Shaped Column to Beam Connections
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Numerical Analysis of Lateral Buckling Strength of H-Shaped Steel Beams Subjected to End Moments and Uniformly Distributed Load
Transactions of the Architectural Institute of Japan
An Experimental Study on the Cyclic Elasto-Plastic Behavior of High Strength Steel (SM570Q) Pipe Column.
Doboku Gakkai Ronbunshu
