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The role of confining reinforcement in dissipating a large amount of energy in reinforced concrete (RC) elements at the time of seismic events has been well demonstrated in previous studies.
The study was undertaken to study the effect of concrete strength, confining reinforcement and the configuration of confining reinforcement on the fire resistance of RC columns.
Confining reinforcement in the form of transverse bars and vertical shear studs is also installed in the joint.
The test variables included temperature of exposure, concrete strength, amount of confining reinforcement and yield strength of transverse confining steel.
The specimen parameters include bar diameter (up to 52 mm), rib shape, cover thickness, and the presence/absence of confining reinforcement.
This model (con2), considers the transverse pressure from confining reinforcement steel.
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Bindhu and Jaya (2010) reported that confinement of core concrete without congestion of reinforcement in joints by providing additional cross bracing bars provided on two faces of joint as confining reinforcements.
The wire was cut and bent appropriately to produce scaled longitudinal bars) and confining transverse reinforcement).
Also, the Korea Land and Housing Institute (2012, 2014) proposed simplified reinforcement details for transversely confined diagonal reinforcement in short coupling beams in coupled shear walls.
In this paper, six half-scale exterior beam-column joint connections are casted and tested under cyclic loads to investigate and evaluate the possibility of using high performance fiber reinforced cementitious composites (HPFRCC) to remove the necessity of confining (transverse) reinforcements and solve the construction problems in beam-column joints under seismic loads.
As far as mating relations are considered as potential mechanisms they are confined to reinforcement of prezygotic isolation through hybrid disadvantage.
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