Experimental assessment of modal properties of hybrid CFRP-timber panels

Keyphrases

• Modal Properties 100%
• Vibration Performance 100%
• Timber Panels 100%
• Timber Floors 66%
• Carbon Fiber Reinforcement 66%
• Design Requirements 33%
• Environmental Conditions 33%
• Robust Techniques 33%
• Effective Stiffness 33%
• Natural Frequency 33%
• Dynamic Properties 33%
• Mode Shape 33%
• Damping Parameter 33%
• Mass Timber Building 33%
• Unreinforced 33%
• Timber Structures 33%
• Performance Parameters 33%
• Eigensystem Realization Algorithm 33%
• Experimental Testing 33%
• Natural Excitation Technique (NExT) 33%
• Timber Composites 33%
• Physical Dynamics 33%
• Cross-laminated Timber Panel 33%
• Timber 33%
• Floor System 33%
• High-performance Composites 33%
• Hybrid Cross-laminated Timber 33%
• Numerical Finite Element Model 33%
• Frequency Mode 33%
• Renewable Building Blocks 33%
• Reinforced Panel 33%
• Cross Laminated Timber Floor 33%
• Composite Timber 33%
• Stiffness Parameter 33%
• Shape Parameter 33%
• Carbon Effect 33%

Engineering

• Fibre Reinforcement 100%
• Finite Element Modeling 50%
• Mode Shape 50%
• Dynamic Property 50%
• Performance Parameter 50%
• Flexural Stiffness 50%
• Building Material 50%
• Renewables 50%
• Limit Design 50%
• Floor System 50%
• Realization 50%
• Resonant Frequency 50%

Material Science

• Timber 100%
• Fiber Reinforced Material 22%
• Carbon Fiber 22%
• Finite Element Modeling 11%
• Building Material 11%