Keyphrases
Two-dimensional Finite Element
100%
Energy Dissipation Bar
100%
Plastic Hinge
100%
Precast Concrete Segmental Bridge Columns
100%
Post-tensioning
100%
Finite Element Model
100%
Anchorage
50%
Cyclic Behavior
50%
Mild Steel
50%
Unbonded Post-tensioning
50%
Steel Bar
50%
Two-segment
25%
Aspect Ratio
25%
Computer Program
25%
Analysis Procedure
25%
Force Ratio
25%
Bridge Column
25%
Segmental Bridge
25%
Numerical Model
25%
Lateral Displacement
25%
Truss
25%
Column Height
25%
Residual Drift
25%
Hysteretic Energy Dissipation
25%
Unbonded Length
25%
Concrete-filled Tube
25%
Uniformly Distributed
25%
Bar Displacement
25%
Precast Concrete
25%
Bar Diameter
25%
Lateral Deformation
25%
Equivalent Viscous Damping
25%
Practicing Engineers
25%
Hysteretic Energy Dissipation Capacity
25%
Beam-column Element
25%
Moment-curvature Analysis
25%
Engineering
Two Dimensional
100%
Segmental Bridge
100%
Energy Dissipation
100%
Finite Element Modeling
100%
Precast Concrete
100%
Plastic Hinge
100%
Steel Bar
33%
Mild Steel
33%
Aspect Ratio
16%
Strand
16%
Column Element
16%
Lateral Displacement
16%
Lateral Deformation
16%
Column Height
16%
Test Result
16%
Parametric Study
16%
Bar Diameter
16%
Beam-Column
16%
Filled Tube
16%
Numerical Model
16%