Experimental assessment and damage modelling of hybrid timber beam-to-steel column connections under cyclic loads

Keyphrases

• Column Base Connection 100%
• Steel Column 100%
• Damage Modeling 100%
• Cyclic Load 100%
• Assessment Modeling 100%
• Hybrid Cross-laminated Timber 100%
• Timber Beam 100%
• Wood 66%
• Damage Accumulation 66%
• Stiffness 33%
• Material Properties 33%
• Timber Structures 33%
• Strength Reduction 33%
• Finite Element Analysis 33%
• Constitutive Model 33%
• Modeling Approach 33%
• Failure Mode 33%
• Damage Mechanics 33%
• Local Damage 33%
• Damage Index 33%
• Hysteretic Response 33%
• Damage Plasticity 33%
• Strength Measurement 33%
• Crack Damage 33%
• Testing Procedures 33%
• Energy Dissipation Capacity 33%
• Envelope Curve 33%
• Crack Zone 33%
• Ductile Failure 33%
• Local Level 33%
• Cyclic Response 33%
• Global Failure 33%
• Connection Strength 33%
• Connection Details 33%
• Failure Energy 33%
• Digital Image Correlation Technique 33%
• Strain Index 33%
• Joint Ductility 33%
• Bending Capacity 33%
• Post-peak Strength 33%
• Top-and-seat Angle Connection 33%
• Brittle Failure Modes 33%
• Timber Elements 33%
• Reliability Prediction 33%
• Loading Cycles 33%
• Long Bolts 33%

Engineering

• Column Connection 100%
• Cyclic Loads 100%
• Failure Mode 66%
• Constitutive Model 33%
• Numerical Study 33%
• Applicability 33%
• Local Level 33%
• Experimental Measurement 33%
• Energy Dissipation 33%
• Special Attention 33%
• Peak Strength 33%
• Loading Cycle 33%
• Envelope Curve 33%
• Damage Accumulation 33%
• Digital Image Correlation Technique 33%
• Bending Capacity 33%
• Joints (Structural Components) 33%
• Damage Mechanics 33%
• Seat Angle 33%
• Brittle Failure 33%
• Finite Element Analysis 33%