Keyphrases
Novel Hybrids
100%
Hybrid System
100%
Slender Concrete Columns
100%
Hybrid Strengthening
100%
Strengthening System
100%
Fiber Reinforced Polymer
60%
Slender Columns
60%
Load Capacity
40%
Eccentric Load
40%
Slenderness Ratio
40%
Concrete Strength
40%
Numerical Model
20%
Nonlinearity
20%
High Mass Loading
20%
Axial Load
20%
Column Diameter
20%
High Modulus
20%
Axial Compression
20%
Reinforcement Ratio
20%
Fiber-reinforced Polymer Reinforcement
20%
Second-order Analysis
20%
Carbon Fiber Reinforced Polymer Laminates
20%
Concrete Columns
20%
Circular Concrete Columns
20%
Flexural Stiffness
20%
Polymer Wrapping
20%
Debonding
20%
Geometric Nonlinearity
20%
Polymer Laminates
20%
Slenderness Effect
20%
Confinement Effect
20%
Reinforced Concrete Column
20%
Material Effect
20%
Flexural Load
20%
Local Buckling
20%
Steel Reinforced Concrete Column
20%
Engineering
Reinforced Concrete
100%
Fiber-Reinforced Polymer
100%
Strengthening System
100%
Nonlinearity
40%
Concrete Strength
40%
Slenderness Ratio
40%
Numerical Model
20%
Good Agreement
20%
Bearing Capacity
20%
Load Limits
20%
Steel-Reinforced Concrete
20%
Local Buckling
20%
Flexural Stiffness
20%
Debonding
20%
Column Diameter
20%
Confinement Effect
20%
Test Result
20%
Parametric Study
20%
Axial Compression
20%
Slenderness
20%