An in-house code for studying the response of soil deposits in Mumbai city using 2-D equivalent linear and 1-D nonlinear approach

Keyphrases

• Equivalent Linear 100%
• In-house Code 100%
• Small Strain 100%
• Nonlinear Methods 100%
• Soil Deposit 100%
• Mumbai City 100%
• Laminar Box 100%
• Numerical Model 50%
• Loading-unloading 50%
• Dynamic Analysis 50%
• State Universities 50%
• Deep Soil 50%
• Amplification Factor 50%
• Frequency Content 50%
• Equivalent Linearization 50%
• Soil-structure Interaction 50%
• Two-site 50%
• Open Source Code 50%
• Nonlinear Soil Behavior 50%
• Stiffness Ratio 50%
• Nonlinear Analysis 50%
• Site Response Analysis 50%
• Nonlinear Model 50%
• Response Behavior 50%
• Mumbai 50%
• Damping Ratio 50%
• Site-specific Spectrum 50%
• Ground Response 50%
• Hyperbolic Tangent 50%
• Due Regard 50%
• Resonant Column Test 50%
• Cohesionless Soil 50%
• Equivalent Linear Model 50%
• Damping Value 50%

Engineering

• Numerical Model 100%
• Experimental Result 100%
• Test Column 100%
• Amplification Factor 100%
• High Frequency Content 100%
• Nonlinear Model 100%
• Damping Ratio ζ 100%
• Nonlinear Analysis 100%
• Due Regard 100%
• Hyperbolic Tangent 100%
• Equivalent Linear Model 100%
• Cohesionless Soil 100%
• Stiffness Ratio 100%
• Soil Deposit 100%