scholarly journals ELASTO PLASTIC BEHAVIOR ON PANEL ZONE WITHIN CONCRETE-ENCASED AND CONCRETE-ENCASED-AND-FILLED STEEL TUBULAR COLUMN BEAM-TO-COLUMN MOMENT CONNECTIONS WITH STEEL BEAM

2012 ◽  
Vol 77 (678) ◽  
pp. 1339-1345 ◽  
Author(s):  
Toshiyuki FUKUMOTO
Keyword(s):  
Steel Beam ◽  
Plastic Behavior ◽  
Moment Connections ◽  
Panel Zone

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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