Cooling behavior and residual strength of post-fire concrete filled steel tubular columns

Engineering

• Fire Condition 100%
• Fire Exposure 100%
• Good Agreement 50%
• Finite Element Modeling 50%
• Maximum Temperature 50%
• Aspect Ratio 50%
• Parametric Study 50%
• Steel Tube 50%
• Diameter Ratio 50%
• Computational Analysis 50%
• Duration Time 50%
• Software Simulator 50%
• Test Column 50%