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Engineering
Fiber-Reinforced Polymer
100%
Bridge Piers
100%
Design Method
100%
Steel Tube
40%
Limit State
40%
Formwork
20%
Extensive Research
20%
Material Performance
20%
Polytechnic
20%
Serviceability
20%
Design Provision
20%
Nonlinear Analysis
20%
Construction Cost
20%
Joints (Structural Components)
20%
Structural Behavior
20%
Theoretical Study
20%
Structural Member
20%
Corrosion Resistance
20%
Superlattice
20%
Seismic Resistance
20%
Keyphrases
Double-skin Tubular
100%
Bridge pier
100%
Fiber Reinforced Polymer Concrete
100%
Tubular Members
90%
Practical Implementation
18%
Fiber-reinforced Polymer (FRP) Tube
18%
Hong Kong
9%
Polytechnic University
9%
China
9%
Design Principles
9%
Structural Behavior
9%
Fiber-reinforced Polymer Composites
9%
Corrosion Resistance
9%
Nonlinear Analysis
9%
Ultimate Limit State
9%
Fiber Model
9%
Structural Members
9%
Construction Cost
9%
Seismic Resistance
9%
Serviceability Limit State
9%
Steel Tube
9%
Corrosion Resistant
9%
National Standard
9%
Section Analysis
9%
Design Provisions
9%
High-performance Materials
9%
Bridge Superstructure
9%
Author Team
9%
Stay-in-place Formwork
9%
Inner Steel Tube
9%