Experimental evaluation of moment-rotation response of an innovative modular beam-to-fabricated column connection

Keyphrases

• Ductility 100%
• Column Base Connection 100%
• Moment-rotation Response 100%
• Ultra-high Strength Steel 100%
• Hybrid Fabricated Column 100%
• Stiffness 50%
• Material Properties 50%
• Moment Capacity 50%
• High Capacity 50%
• Steel Material 50%
• Higher Moments 50%
• Moment-rotation 50%
• Connection Performance 50%
• Game Changer 50%
• I-beam 50%
• Moment-rotation Curve 50%
• Monotonic Test 50%
• Monash University 50%
• Column Still 50%

Engineering

• Column Connection 100%
• High Strength Steels 100%
• Moment Capacity 50%
• Welded Plate 50%
• Corner Column 50%