Soil–Structure Interaction Effects on Seismic Responses of a Conventional and Isolated Bridge Subjected to Moderate Near-Fault and Far-Field Records

Keyphrases

• ABAQUS Software 33%
• Acceleration Forces 33%
• Base Displacement 33%
• Base Shear 66%
• Conventional Bridge 100%
• Deck Acceleration 33%
• Direct Method 33%
• Displacement Demand 33%
• Displacement Force 33%
• Dynamic Response 33%
• Earthquake Input 33%
• Far-field Records 100%
• Frequency Content 33%
• High Dynamic Response 66%
• Input Characteristics 33%
• Interaction Effect 100%
• Isolated Bridge 100%
• Isolation System 33%
• Isolator Displacement 33%
• Moderate Earthquake 33%
• Near-far 100%
• Near-fault 100%
• Near-fault Records 33%
• Nonlinear Time History Analysis 33%
• Overlying Soil 33%
• Peak Ground Acceleration 66%
• Peak Ground Velocity 66%
• Rock-soil 33%
• Seismic Isolation 33%
• Seismic Response 100%
• Seismic Risk 33%
• Shear Response 33%
• Simplified Method 66%
• Site Frequency 33%
• Soft Soil 33%
• Soil Characteristics 66%
• Soil Properties 33%
• Soil-structure Interaction 100%
• Stiff Soil 33%
• Structural Performance 33%
• Structural Response 33%
• Velocity Ratio 66%

Engineering

• Abaqus 33%
• Base Shear 66%
• Dynamic Response 100%
• Frequency Content 33%
• Ground Acceleration 66%
• Interaction Effect 100%
• Isolators 33%
• Powerful Tool 33%
• Seismic Response 100%
• Seismic Risk 33%
• Simple Approach 33%
• Simplified Method 66%
• Structural Performance 33%
• Structural Response 33%
• Time History 33%

Earth and Planetary Sciences

• Dynamic Response 100%
• Isolators 33%
• Seismic Isolation 33%
• Seismic Response 100%
• Soft Soil 33%
• Soil Property 33%
• Structural Response 33%