Stability and simulation-based design of steel scaffolding without using the effective length method

Keyphrases

• Simulation-based Design 100%
• Scaffold Systems 100%
• Effective Length Method 100%
• Second-order Analysis 66%
• Highly Nonlinear 33%
• Three-dimensional (3D) 33%
• Load Capacity 33%
• Design Codes 33%
• Stability Analysis 33%
• Stability Design 33%
• Stability Evaluation 33%
• Large Deflection Analysis 33%
• Stability Functions 33%
• Effective Length 33%
• Section Capacity 33%
• Strength Check 33%
• Disturbance Force 33%
• Reliable Design 33%
• Effective Length Factor 33%
• Nonlinear Problems 33%
• Bending Moment Diagram 33%
• Classical Stability 33%
• Design Load 33%

Engineering

• Length Method 100%
• Effective Length 100%
• Design Code 33%
• Load Capacity 33%
• Nonlinear Problem 33%
• Section Capacity 33%
• Effective Length Factor 33%
• Bending Moment Diagram 33%
• Stability Analysis 33%