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This gives rotation of beam column joint.
Analytical models of connections are employed including panel zone and beam to column joint model.
The deforming ability of the connection is also closely influenced by the stiffness of the floor beam column joint and ceiling beam column joint and their relative intermediate magnitudes.
Theoretically, if the limit is reached of beam column joint rotation to be zero, panel starts behaving like a shear wall.
With these geometric angles, each diagonal member meets with each column at beam column joint (Figs. 8, 9) in a panel.
A newly developed reinforced concrete (RC) beam to concrete-filled steel tube (CFST) column joint without welding in the construction field is introduced in this paper.
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beam-to-column joint.
The slab-column joint region is taken as rigid.
b Roller support at the beam-column joint.
Four exterior beam-column joint sub-assemblages were tested.
The conventional beam-column joint reached its expected capacity but wide beam-column joint did not reach its capacity.
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