Seismic isolation effect of lined circular tunnels with damping treatments

Keyphrases

• Analytical Results 50%
• Behavior Theory 50%
• Biot's Theory 50%
• Circular Cavity 50%
• Circular Lined Tunnel 100%
• Constrained Layer 50%
• Damping Treatment 100%
• Dynamic Stress 50%
• Dynamic Stress Intensity Factor 50%
• Exact Solutions 50%
• Excitation Angle 50%
• Excitation Frequency 50%
• Fluid-filled Shell 50%
• Fluid-saturated 50%
• Havriliak-Negami Model 50%
• Incidence Angle 50%
• Induced Dynamics 100%
• Infinite Length 50%
• Interface Bonding 50%
• Layer Configuration 50%
• Liner 100%
• Low Shear 50%
• Numerical Examples 50%
• P-SV Wave 50%
• Poroelastic Theory 50%
• Scattering Effect 50%
• Seismic Excitation 50%
• Seismic Isolation 100%
• Seismic Isolation Performance 50%
• Seismic Shear Waves 50%
• Shear Modulus 50%
• Soil Interface 50%
• Soil Medium 50%
• Structural Arrangement 50%
• Surrounding Soil 50%
• Three-dimensional Scattering 50%
• Viscoelastic Damping Material 100%
• Viscoelastic Material Behaviour 50%
• Viscoelastic Material Properties 50%
• Wide Frequency Range 50%

Engineering

• Analytical Result 50%
• Angle of Incidence 50%
• Damping Treatment 100%
• Dynamic Stress 100%
• Excitation Frequency 50%
• Good Agreement 50%
• Harmonics 50%
• Havriliak-Negami Model 50%
• Infinite Length 50%
• Layer Configuration 50%
• Material Behavior 50%
• Numerical Example 50%
• Scattering Effect 50%
• Shear Modulus 50%
• Shear Wave 50%
• Stress Concentration 50%
• Surrounding Soil 50%

Material Science

• Elastic Moduli 50%
• Materials Property 50%
• Poroelasticity 50%
• Stress Concentration 50%
• Viscoelastic Material 100%