Investigation of Period-Lengthening Ratio for Single-Degree-of-Freedom Structures Using Dynamic Centrifuge Test

Engineering

• Degree of Freedom 100%
• Single Degree 100%
• Resonant Frequency 50%
• Test Result 50%
• Frequency Characteristic 50%
• Seismic Design 50%
• Soil Structure Interactions 50%
• Excitation Frequency 50%
• Ground Acceleration 50%
• Centrifuge Testing 50%