Progressive collapse resistance of steel self-centering MRFs including the effects of the composite floor

Keyphrases

• ABAQUS 33%
• Beam-to-column Connection 33%
• Column Loss 33%
• Composite Beam 33%
• Composite Floor 100%
• Computational Accuracy 33%
• Computational Cost 33%
• Dynamic Increase Factor 33%
• Dynamic Response 33%
• Element Type 33%
• Failure Mode 33%
• Fin Plate 33%
• Finite Element 33%
• Gravity Column 33%
• Limit State 33%
• Loss Event 33%
• Model Validation 33%
• Moment Resisting Frames 66%
• Nonlinear Dynamic Analysis 66%
• Numerical Model 33%
• Present Progressive 33%
• Progressive Collapse 33%
• Progressive Collapse Resistance 100%
• Progressive Collapse Simulation 33%
• Reliable Simulation 33%
• Safety Factor 33%
• Seismic-resistant 33%
• Self-centering 100%
• Simulation Method 33%
• Static Response 33%
• Structural Limit 33%
• Sudden Column Loss 66%

Engineering

• Beam-Column 33%
• Column Connection 33%
• Composite Beam 33%
• Composite Floor 100%
• Computational Cost 33%
• Dynamic Response 33%
• Element Type 33%
• Experimental Result 33%
• Factor of Safety 33%
• Failure Mode 33%
• Finite Element Analysis 33%
• Limit State 33%
• Numerical Model 33%
• Simulation Method 33%
• Static Response 33%