Direct analysis method for noncompact and slender concrete-filled steel tube members

Keyphrases

• Concrete-filled Steel Tube 100%
• Noncompact 100%
• Direct Analysis Method 100%
• Direct Analysis 75%
• AISC 360 75%
• Effective Stress 50%
• Member Stiffness 50%
• Effective Length Method 50%
• Fiber Section 50%
• Stress-strain Relationship 25%
• Stability Design 25%
• Member Imperfection 25%
• Initial Imperfection 25%
• Engineering Structures 25%
• Beam-column 25%
• Complex Behavior 25%
• Local Buckling 25%
• Initial Geometrical Imperfection 25%
• Practical Design 25%
• Beneficial Effects 25%
• Relationship-based 25%
• Gradual Change 25%
• Section Capacity 25%
• Slippage 25%
• Practical Engineering 25%
• Stress-strain Model 25%
• Reduced Stiffness 25%
• Reliable Design 25%
• Steel Tube 25%
• Stiffness Method 25%
• Effective Stiffness 25%
• Concrete Confinement 25%
• Slenderness Effect 25%
• Flexibility-based 25%
• Slender Section 25%
• P-M Interaction Curve 25%

Engineering

• Concrete Filled Steel Tube 100%
• Length Method 50%
• Effective Length 50%
• Fiber Section 50%
• Effective Stress 50%
• Steel Tube 25%
• Local Buckling 25%
• Beneficial Effect 25%
• Strain Relationship 25%
• Initial Imperfection 25%
• Engineering Structure 25%
• Beam-Column 25%
• Slenderness 25%
• Section Capacity 25%
• Slippage 25%
• Strain Model 25%
• Stiffness Method 25%
• Design Method 25%