Cyclic behavior and performance of beam-column connections in concentrically braced frames

Keyphrases

• Cyclic Behavior 100%
• Cyclic Performance 100%
• Moderate Seismic Regions 100%
• Concentrically Braced Frames 100%
• Seismic Demand 100%
• Reserve Network 100%
• Beam-to-column Connection 100%
• Ductility 50%
• 3-structure 50%
• Flexural Strength 50%
• Design philosophy 50%
• Seismic Hazard 50%
• Maximum Considered Earthquake 50%
• Nonlinear Time History Analysis 50%
• Period Elongation 50%
• Wind Forcing 50%
• Flexural Stiffness 50%
• Collapse Prevention Performance 50%
• Response Modification Coefficient 50%
• Structural Collapse 50%
• Gusset Connection 50%
• Seismic Force Resisting System 50%
• Seismic Detailing 50%
• Collapse Potential 50%

Engineering

• Bracing System 100%
• Beam-Column 100%
• Column Connection 100%
• Time History 50%
• Seismic Hazard 50%
• Collapse Potential 50%

Earth and Planetary Sciences

• Seismic Hazard 100%
• Flexural Strength 100%