Optimal stiffening configuration for locally supported cylindrical silos : engaged columns

Engineering

• Circumferential Direction 100%
• Local Instability 50%
• Failure Load 50%
• Optimal Combination 50%
• Radial Direction 50%
• Stress Concentration 50%
• Compressive Stress 50%
• Steel Structure 50%
• Finite Element Method 50%
• Ring Stiffener 50%
• Shell Wall 50%