Nonlinear in-plane behavior of circular steel arches with hollow circular cross-section

Keyphrases

• Arch Slenderness 100%
• Behavior Factor 50%
• Boundary Conditions Effects 50%
• Buckling Load 50%
• Circular Arch 50%
• Circular Steel Arch 100%
• Design Parameters 50%
• Geometric Nonlinearity 100%
• Hollow Circular Cross-section 100%
• Imperfection 50%
• In-plane Behavior 100%
• Included Angle 50%
• Initial Imperfection 100%
• Material Nonlinearity 50%
• Nonlinear Behavior 50%
• Nonlinear Buckling 50%
• Rise-to-span Ratio 100%
• Shallow Arch 50%
• Strength Reduction 50%

Engineering

• Behavior Factor 33%
• Boundary Condition 66%
• Buckling Load 33%
• Circular Cross Section 100%
• Design Parameter 33%
• Included Angle 33%
• Initial Imperfection 66%
• Material Nonlinearity 33%
• Nonlinear Behavior 33%
• Nonlinearity 33%
• Slenderness 100%
• Steel Arch 100%