Validation of the seismic response of an RC frame building with masonry infill walls - The case of the 2017 Mexico earthquake

Keyphrases

• Seismic Response 100%
• Reinforced Concrete Frame Buildings 100%
• Masonry Infill Walls 100%
• Mexico Earthquake 100%
• Ambient Vibration Test 66%
• Nonstructural Components 66%
• Soil-foundation Interaction 33%
• Earthquake 33%
• Structural System 33%
• Finite Element Model 33%
• Shear Strength 33%
• Numerical Model 33%
• Unreinforced Masonry 33%
• Dynamic Properties 33%
• Shear Stress 33%
• Original Model 33%
• Building Dynamics 33%
• Low Stress 33%
• Seismic Amplification 33%
• Mexico City 33%
• Dual System 33%
• Confined Masonry 33%
• 2017 Earthquake 33%
• Base Shear Force 33%
• Masonry 33%
• Intraplate Earthquakes 33%
• Collapsed Buildings 33%
• 3D numerical Model 33%
• Structural Build-up 33%
• Adjacent Buildings 33%
• Flat Slab System 33%
• Transverse Direction 33%
• Reinforced Concrete Column 33%
• Strut 33%
• Compression Strut 33%

Engineering

• Seismic Response 100%
• Infill Wall 100%
• Reinforced Concrete 100%
• Ambient Vibration Test 66%
• Numerical Model 66%
• Structural Element 66%
• Soil Structure Interactions 33%
• Structural System 33%
• Finite Element Modeling 33%
• Dynamic Property 33%
• Shear Force 33%
• Compression Strut 33%
• Adjacent Building 33%
• Mexico City 33%
• Base Shear 33%
• Unreinforced Masonry 33%
• Shear Strength 33%

Material Science

• Reinforced Concrete 100%
• Shear Strength 33%
• Finite Element Modeling 33%