Behaviour of circular concrete filled double skin tubes subjected to local bearing force

Engineering

• Bearing Capacity 33%
• Bearing Force 100%
• Chord Diameter 33%
• Chord Wall 33%
• Comparative Analysis 33%
• Concrete Filled Steel Tube 66%
• Diameter Ratio 33%
• Elements 33%
• Full Range 33%
• Key Parameter 33%
• Load Transfer 33%
• Measured Value 33%
• Mechanisms 33%
• Outer Tube 33%
• Performance 33%
• Predicted Value 33%
• Simplified Analysis 33%
• Test Data 33%
• Thickness 33%