scholarly journals A STUDY ON A CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN TO STEEL-BEAM CONNECTION REINFORCED WITH CASTING STEEL PARTS : Elasto-plastic behavior of local part of the connection

1995 ◽  
Vol 60 (472) ◽  
pp. 149-158
Author(s):  
Toshiyuki FUKUMOTO ◽  
Akio TOMITA
Keyword(s):  
Steel Beam ◽  
Plastic Behavior ◽  
Local Part ◽  
Casting Steel

scholarly journals LOCAL ELASTO-PLASTIC BEHAVIOR OF STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBE COLUMN MOMENT CONNECTIONS

2013 ◽  
Vol 78 (689) ◽  
pp. 1327-1334
Author(s):  
Toshiyuki FUKUMOTO ◽  
Yukitada OGIHARA ◽  
Jun KUBOTA ◽  
Kiyosaburo AZUMA
Keyword(s):  
Steel Tube ◽  
Steel Beam ◽  
Plastic Behavior ◽  
Moment Connections ◽  
Square Steel Tube

scholarly journals STUDY ON SEISMIC BEHAVIOR OF STEEL BEAM-TO-COLUMN PANEL ZONES

2020 ◽  
Vol 1 (1) ◽  
pp. 13-15
Author(s):  
Tran Tuan Nam
Keyword(s):  
Seismic Behavior ◽  
The Other ◽  
Steel Beam ◽  
Plastic Behavior ◽  
Moment Frame ◽  
Steel Moment Frame ◽  
Building Collapse ◽  
Panel Zone ◽  
Lateral Forces ◽  
Steel Building

Beam-to-column panel zone behavior in a steel moment-frame is characterized by the surrounding acting forces and its rotating deformation. When subjected to lateral forces, panel zones are deformed in a parallelogram pattern that one side of its diagonal direction is in tension whereas the other side is in compression. Moreover, right angles at the joints between the beam, column ends and the panel remains right angles. Shear strain causes the panel to rotate at a finite angle characterizing its rotating deformation. Based on experimental results from a full scale steel building collapse test, this paper discusses the elastic and elasto-plastic behavior of some typical panel zones.

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