Vibration behavior of large span composite steel bar truss-reinforced concrete floor due to human activity

Engineering

• Steel Bar 100%
• Composite Steel 100%
• Acceleration Response 66%
• Steel Rebar 66%
• Fundamental Frequency 66%
• Peak Acceleration 66%
• Transient Vibration 66%
• Test Data 33%
• Floor Vibration 33%
• Damping Ratio ζ 33%
• Serviceability 33%
• Field Test 33%
• Test Result 33%
• Design Code 33%
• Root Mean Square 33%
• Frequency Ratio 33%
• Induced Vibration 33%
• Structure Interaction 33%
• Lightweight Floor 33%
• Sprung Mass 33%
• Equivalent Stiffness 33%
• Equivalent Damping Ratio 33%

Keyphrases

• Steel Bar Truss 100%
• Reinforced Concrete Floor 100%
• Steel Rebar 66%
• Rational Formula 33%
• Classical Plate Theory 33%
• Equivalent Damping Ratio 33%