Approach for modeling fire insulation damage in steel columns

Engineering

• Damage Criterion 100%
• Test Result 50%
• Finite Element Modeling 50%
• Ambient Condition 50%
• Damage Accumulation 50%
• Cyclic Loads 50%
• Cyclic Loading 50%
• Steel Plate 50%
• Maximum Stress 50%
• Horizontal Displacement 50%
• Horizontal Load 50%
• Distortion Energy 50%