Experimental validation of a simplified numerical model to predict train-induced ground vibrations

Keyphrases

• Experimental Validation 100%
• Ground Vibration 100%
• Train-induced Ground Vibration 100%
• Simplified numerical Model 100%
• Two Dimensional 66%
• Finite Element Method 66%
• Dynamic Analysis 66%
• High-speed Train 66%
• Environmental Vibration 66%
• Railway Track 66%
• Different Types of Soils 66%
• Computational Analysis 33%
• Istanbul 33%
• Numerical Analysis 33%
• Finite Element Model 33%
• Ankara 33%
• Numerical Model 33%
• Adverse Effects 33%
• Industrial Facilities 33%
• Measure Data 33%
• Plain Strain 33%
• Soil Conditions 33%
• Infinite Domain 33%
• Railway 33%
• Acceleration Value 33%
• Soil Type 33%
• Accelerometer 33%
• Vibrational Energy 33%
• Vibration Measurement 33%
• Peak Acceleration 33%
• Soil Characteristics 33%
• Coupled Models 33%
• Acceleration Time History 33%
• Turkish Earthquake Code 33%
• In Situ Measurements 33%
• Mitigation Measures 33%
• Residential Land 33%
• Sensitive Device 33%
• Investigation Strategies 33%
• Free Field 33%
• High-speed Railway 33%
• Ground-borne Vibration 33%
• Complex Waves 33%
• Operational Loads 33%
• Wave Propagation Problems 33%
• Free-field Motion 33%
• PLAXIS 33%
• Slab Track 33%
• Railroad 33%
• Residential Facilities 33%
• Surface Motion 33%
• Wave Transmission 33%
• Strain Conditions 33%
• Dynamic Source 33%
• Rock Sites 33%
• Soil Site 33%
• Vibration Acceleration 33%
• Ground-borne 33%
• Environmental Ground Vibration 33%
• Lateral Extension 33%
• Railway Sections 33%
• High-speed Train Load 33%
• Relative Acceleration 33%
• Train-induced Vibration 33%
• New Locations 33%
• Vibration Wave 33%
• Two-dimensional numerical Model 33%
• Vibration Power Generation 33%
• Absorbing Boundary 33%
• Artificial Reflection 33%

Engineering

• Numerical Model 100%
• Ground Vibration 100%
• Railway 80%
• Experimental Result 60%
• Two Dimensional 60%
• High Speed Train 60%
• Test Result 40%
• Free Field 40%
• Finite Element Analysis 40%
• Computational Analysis 20%
• Time Domain 20%
• Full Scale 20%
• Experimental Investigation 20%
• Time History 20%
• Measurement Data 20%
• Soil Condition 20%
• Infinite Domain 20%
• Induced Vibration 20%
• Peak Acceleration 20%
• Coupled Model 20%
• Situ Measurement 20%
• Field Condition 20%
• Operational Load 20%
• Slab Track 20%
• Strain Condition 20%
• Vibration Measurement 20%

Earth and Planetary Sciences

• Numerical Model 100%
• Dynamic Analysis 66%
• Diffraction 33%
• Field Scale 33%
• Accelerometer 33%
• In Situ Measurement 33%
• Soft Soil 33%
• Mitigation Measure 33%
• Dense Medium 33%
• Soil Condition 33%
• Peak Acceleration 33%
• Vibration Measurement 33%