Experimental behavior of concrete-filled steel tube columns using ultrahigh-strength steel

Keyphrases

• Experimental Behavior 100%
• High Strength Steel 100%
• Ultra-high Strength Steel 100%
• Concrete-filled Steel Tube Column 100%
• Local Buckling 66%
• Steel Sample 66%
• Ordinary Steel 66%
• Circular Specimen 66%
• Square Specimen 66%
• High Strength 33%
• Stiffness 33%
• Enhanced Strength 33%
• Axial Load 33%
• Large Energy 33%
• Energy Dissipation 33%
• Cross-sectional Shape 33%
• Loading History 33%
• Simple Analytical Model 33%
• Number of Cycles 33%
• Cyclic Behavior 33%
• Steel Tube 33%
• Seismic Performance 33%
• Lateral Load 33%
• Drift Angle 33%
• Large Elastic Deformation 33%
• Large Drift 33%
• Compressive Axial Load 33%
• High Delays 33%
• Superposed Strength 33%
• Cyclic Flexural Loads 33%

Engineering

• Strength Steel 100%
• Concrete Filled Steel Tube 100%
• High Strength Steels 66%
• Local Buckling 66%
• Energy Dissipation 33%
• Experimental Result 33%
• Elastic Deformation 33%
• Axial Load 33%
• Test Result 33%
• Experimental Investigation 33%
• Sectional Shape 33%
• Analytical Model 33%
• Loading History 33%
• Steel Tube 33%
• Seismic Performance 33%
• Lateral Loads 33%
• Axial Compressive Load 33%