Experimental and analytical study of innovative shape memory alloy-based FRP composite reinforcement for seismic applications

Keyphrases

• Fiber-reinforced Polymer Composites 100%
• Shape Memory Alloy 100%
• Shape Memory Alloy Composite 100%
• Seismic Applications 100%
• Polymer Composite Reinforcement 100%
• Reinforced 66%
• Material Model 66%
• Aftershock 66%
• New Composite Materials 66%
• Reinforcing Bar 66%
• Residual Drift 66%
• Fiber Reinforced Polymer 66%
• Shape Memory Alloy Fiber 66%
• Moment Resisting Frames 66%
• Mainshock 66%
• Post-earthquake Functionality 66%
• Composite Materials 33%
• Small Diameter 33%
• Numerical Results 33%
• Three-point Bending 33%
• Damage Assessment 33%
• Nonlinear Effects 33%
• Ductility 33%
• Nonlinear Behavior 33%
• Shape Memory Alloy Wire 33%
• Plastic Deformation 33%
• Damage Accumulation 33%
• Quasi-static 33%
• Permanent Deformation 33%
• Life-threatening 33%
• Energy Dissipation 33%
• Material Response 33%
• Cyclic Tensile Strain 33%
• Composite Specimen 33%
• Level Model 33%
• Composite Steel 33%
• Superior Performance 33%
• Pseudoelasticity 33%
• Thermoset Resin 33%
• Seismic Events 33%
• Steel Rebar 33%
• Seismic Damage 33%
• Ground Motion 33%
• Composite Reinforcement 33%
• Resin Matrix 33%
• Seismic Behavior 33%
• Superelastic Shape Memory Alloy 33%
• Seismic Load 33%
• Ground Motion Records 33%
• Glass Fiber-reinforced Polymer Reinforcement 33%
• Strong Aftershock 33%
• Deformation of Steel 33%
• Sequential Ground Motion 33%
• RC Structures 33%
• Concrete Moment Resisting Frames 33%
• Nonlinear Time History Analysis 33%
• Concrete Beams 33%
• Alloy Steel 33%
• Shock Damage 33%
• Damage Mitigation 33%
• Aftershock Sequence 33%
• Composite Glass 33%
• Steel Fiber Reinforced Polymer 33%

Engineering

• Shape Memory Alloy 100%
• Analytical Study 100%
• Fibre-Reinforced Polymer Composite 100%
• Steel Rebar 42%
• Fibre Reinforced Polymer 42%
• Material Model 28%
• Ground Movement 28%
• Resisting Moment 28%
• Alloy Fibre 28%
• Energy Engineering 14%
• Composite Material 14%
• Disruptions 14%
• Point Bending 14%
• Damage Assessment 14%
• Plastic Deformation 14%
• Tensiles 14%
• Permanent Deformation 14%
• Material Response 14%
• Composite Specimen 14%
• Composite Steel 14%
• Main Reason 14%
• Nonlinear Behavior 14%
• Time History 14%
• Level Model 14%
• Frame Structure 14%
• Thermoset Resin 14%
• Resin Matrix 14%
• Seismic Behavior 14%
• Seismic Loading 14%
• Concrete Beam 14%