Performance of Unstiffened welded steel I-beam to hollow tubular column connections under seismic loading

Keyphrases

• Earthquake 100%
• Welded Steel 100%
• Unstiffened 100%
• Steel I-beam 100%
• Tubular Columns 100%
• Column Base Connection 100%
• Seismic Load 100%
• Hollow Tubular 100%
• Cyclic Loading 50%
• Combined Loading 50%
• Load Scenarios 50%
• Mechanical Properties 25%
• Building Structure 25%
• Failure Mode 25%
• Finite Element Modeling 25%
• Hollow 25%
• Damage Failure 25%
• Ground Motion 25%
• Severe Damage 25%
• Static Loading 25%
• Induced Damage 25%
• Earthquake Loading 25%
• Developing Process 25%
• Benchmark Dataset 25%
• Damaged Building 25%
• Post-earthquake 25%
• Gradual Degradation 25%
• FE Modeling 25%
• Steel Connections 25%
• Quantified Evaluation 25%
• Post-earthquake Fire 25%
• Damage Phenomena 25%
• Partial Damage 25%
• Loading Intensity 25%
• Square Tubular 25%
• Damage Level 25%
• Welded Connection 25%

Engineering

• Column Connection 100%
• Seismic Loading 100%
• Cyclic Loading 100%
• Experimental Result 50%
• Welded Connection 50%
• Damage Level 50%
• Numerical Study 50%
• Test Result 50%
• Severe Damage 50%
• Steel Construction 50%
• Good Agreement 50%
• Induced Damage 50%
• Combined Load 50%
• Earthquake Loading 50%
• Combined Action 50%
• Damage to Building 50%
• Ground Movement 50%
• Failure Mode 50%
• Fem Model 50%