Nonlinear Behavior of I-Shaped Reduced Beam-to-H-Shaped Column Weak Axis Moment Connections Under Cyclic Loading

Keyphrases

• Cyclic Loading 100%
• I-shaped 100%
• Nonlinear Behavior 100%
• Moment Connection 100%
• Weak Axis 100%
• Adapter 100%
• H-shaped Column 100%
• Reduced Beam Section 75%
• Connection Plate 50%
• Connection Type 50%
• Flange Connection 50%
• High Risk 25%
• Structural Performance 25%
• Crack Propagation 25%
• Plate Geometry 25%
• Plastic Hinge 25%
• Three Dimensional Finite Element Model 25%
• Plate Thickness 25%
• Beam End 25%
• Special Moment Frame 25%
• Minimal Risk 25%
• Solid Element 25%
• Flexural Resistance 25%
• Crack Occurrence 25%
• Cracking Risk 25%
• Moment-resisting Connections 25%
• Plastic Equivalent Strain 25%
• Circular Curve 25%
• Strain Index 25%
• Plastic Hinge Relocation 25%
• I-shaped Beam 25%
• Rupture Index 25%
• Groove Welding 25%
• Joint Penetration 25%

Engineering

• Cyclic Loading 100%
• Beam Section 100%
• Nonlinear Behavior 100%
• Moment Connection 100%
• Plastic Hinge 66%
• Flange Connection 66%
• Joints (Structural Components) 33%
• Structural Performance 33%
• Welds 33%
• Plate Geometry 33%
• Plate Thickness 33%
• Crack Propagation 33%
• Finite Element Modeling 33%
• Solid Element 33%
• Equivalent Plastic Strain 33%