Analysis and Design of Cable-stayed Steel Columns using the Stiffness-Probe Method

Keyphrases

• Stiffness 100%
• Probing Method 100%
• Cable-stayed Bridge 100%
• Steel Column 100%
• Stayed Column 100%
• Cable 50%
• Buckling Load 50%
• Applied Load 33%
• Pre-strain 33%
• Local Stiffness 33%
• Column Strength 33%
• Symmetrical Mode 33%
• Cross-arm 33%
• Perturbation Forces 33%
• Numerical Results 16%
• Numerical Procedure 16%
• Cross-sectional Area 16%
• Structural Deformation 16%
• Column Buckling 16%
• Large Deflection 16%
• Design Example 16%
• Buckling Strength 16%
• Original Structure 16%
• AISC Specifications 16%
• Artifice 16%
• Strength Enhancement 16%
• Enhancement Ratio 16%
• Two-lobe 16%
• Steel Tube 16%
• Transverse Perturbation 16%
• Small Deflection 16%
• Additional Column 16%
• P-method 16%

Engineering

• Buckling Load 100%
• Buckling 66%
• Applied Load 66%
• Prestrain 66%
• Column Strength 66%
• Small Deformation 33%
• Euler Buckling 33%
• Critical Load 33%
• Buckling Strength 33%
• Original Structure 33%
• Strength Enhancement 33%
• Stiffness Method 33%
• Slenderness 33%
• Steel Tube 33%