Suitability of equivalent linear soil models for analysing the seismic response of a concrete tunnel.

Keyphrases

• Soil Model 100%
• Seismic Response 100%
• Equivalent Linear 100%
• Concrete Tunnels 100%
• Ground Motion 66%
• Soil Parameters 33%
• Soil Properties 33%
• Elastic Soil 33%
• Concrete Construction 33%
• Structural Forces 33%
• Constitutive Behavior 33%
• Routine Data 33%
• Soil Constitutive Model 33%
• Tunnel Design 33%
• Hardening Plasticity 33%
• Linear Elastic 33%
• Seismic Analysis 33%
• Nonlinear Elastic Model 33%
• Kobe Earthquake 33%
• Sprayed Concrete 33%
• Tunnel Lining 33%
• Borehole 33%
• In-situ Test 33%
• Earthquake Site Response Analysis 33%
• 2D Finite Element Model 33%
• Metro Tunnel 33%
• Takarazuka 33%
• New Austrian Tunneling Method 33%
• Isotropic Hardening 33%
• Near-field 33%
• Soil Constitutive 33%
• Santiago of Chile 33%
• Horseshoe-shaped 33%
• Tunnel Seismic Response 33%

Engineering

• Seismic Response 100%
• Ground Movement 100%
• Concrete Tunnel 100%
• Soil Parameter 50%
• Concrete Construction 50%
• Constitutive Model 50%
• Tunnel Design 50%
• Finite Element Simulation 50%
• Seismic Analysis 50%
• Borehole 50%
• New Austrian Tunneling Method 50%
• Isotropic Hardening 50%
• Nonlinear Elastic Model 50%
• In-Situ Testing 50%
• Metro Tunnels 50%
• Structural Force 50%

Earth and Planetary Sciences

• Seismic Response 100%
• Ground Motion 100%
• Borehole 50%
• Chile 50%
• Soil Property 50%
• Kobe Earthquake 1995 50%
• Tunnel Design 50%
• Seismic Analysis 50%
• Response Analysis 50%
• NATM 50%
• Tunnel Lining 50%
• Earthquake 50%