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Seismic performance of reinforced concrete eccentric beam-column connections with floor slabs
Myoungsu Shin,
James M. LaFave
Civil and Environmental Engineering
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Keyphrases
Reinforced Concrete
100%
Seismic Performance
100%
Beam-to-column Connection
100%
Floor Slab
100%
Eccentric Beam
100%
Joint Shear Strength
60%
Edge Beam
40%
Beamwidth
20%
Design Procedure
20%
Eccentricity
20%
Lateral Displacement
20%
Beam-column
20%
Beam-column Sub-assemblage
20%
Code Design
20%
Eccentric Connection
20%
Similar Joints
20%
Edge Column
20%
Edge Connection
20%
ACI Code
20%
Displacement Reversals
20%
Engineering
Reinforced Concrete
100%
Seismic Performance
100%
Beam-Column
100%
Column Connection
100%
Floor Slab
100%
Joints (Structural Components)
60%
Shear Strength
60%
Edge Beam
40%
Design Procedure
20%
Beam Width
20%
Lateral Displacement
20%
Subassemblies
20%