Experimental study on ductile moment-resisting beam-to-column glulam connections under monotonic and reversed cyclic loads

Engineering

• Glulam 100%
• Rod 100%
• Cyclic Loads 100%
• Energy Dissipation 20%
• Load Capacity 13%
• Cyclic Loading 6%
• Failure Mode 6%
• Mechanical Energy 6%
• Joints (Structural Components) 6%
• Test Result 6%
• Stiffness Degradation 6%
• Lateral Stiffness 6%
• Mechanical Property 6%
• Seismic Performance 6%
• Seismic Behavior 6%
• Hysteresis Loop 6%