Hysteretic performance of the all-steel buckling-restrained brace with LY315 steel core

Keyphrases

• Core Members 100%
• Energy Dissipation Capacity 100%
• Seismic Performance 100%
• Steel Core 100%
• Hysteretic Performance 100%
• Mechanical Properties 50%
• Material Properties 50%
• Chaboche Model 50%
• Finite Element Model 50%
• Cyclic Load 50%
• Failure Mode 50%
• Gap Size 50%
• ABAQUS 50%
• Slenderness Ratio 50%
• Load Capacity 50%
• Low Cycle Fatigue 50%
• Cyclic Loading Test 50%
• Load Energy 50%
• Good Ductility 50%
• Buckling-restrained Brace 50%

Engineering

• Test Result 100%
• Steel Core 100%
• Energy Dissipation 66%
• Seismic Performance 66%
• Parametric Study 33%
• Low Cycle Fatigue 33%
• Cyclic Loading 33%
• Finite Element Modeling 33%
• Numerical Study 33%
• Fatigue Performance 33%
• Cyclic Loads 33%
• Failure Mode 33%
• Monotonic Loading 33%
• Load Capacity 33%