Advanced analysis of steel-concrete composite beam-columns by refined plastic hinge method

Keyphrases

• Second-order Inelastic Analysis 100%
• Composite Beam-columns 100%
• Refined Plastic Hinge Method 100%
• Steel-concrete Composite Beam 100%
• Performance Requirements 50%
• Structural Behavior 50%
• Material Nonlinearity 50%
• Geometric Nonlinearity 50%
• Material Yielding 50%
• Imperfection 50%
• Effective Length 50%
• Composite Frame 50%
• Yield Surface 50%
• Coding Performance 50%
• Composite Cross-sections 50%
• Steel-concrete 50%
• Composite Columns 50%
• Cross-section Analysis 50%
• Refined Plastic Hinge 50%
• Plastic Stage 50%
• Full Plasticity 50%

Engineering

• Composite Beam 100%
• Beam-Column 100%
• Plastic Hinge 100%
• Cross Section 100%
• Effective Length 50%
• Geometric Nonlinearity 50%
• Hinge Approach 50%
• Cross-Section Analysis 50%
• Code Performance 50%
• Material Nonlinearity 50%
• Performance Requirement 50%
• Yield Surface 50%
• Composite Column 50%
• Structural Behavior 50%