Statistical inference of unsymmetrical silo pressures from comprehensive wall strain measurements

Engineering

• Structural Response 100%
• Experimental Observation 50%
• Design Rule 50%
• Shells (Structures) 50%
• Full-Scale Test 50%
• Discrete Observation 50%
• Local Load 50%
• Potential Failure 50%
• Failure Condition 50%
• Full-Scale Testing 50%
• Pressure Distribution 50%
• Cylindrical Shell 50%