Collapse Assessment of Mid-Rise RC Dual Wall-Frame Buildings Subjected to Subduction Earthquakes

Keyphrases

• Chilean 100%
• Reinforced Concrete 100%
• Collapse Criterion 100%
• Subduction Earthquakes 100%
• Chile 66%
• Soil Type 33%
• Earthquake 33%
• Reinforced Concrete Structures 33%
• Risk Level 33%
• Nonlinear Model 33%
• Ground Motion 33%
• Incremental Dynamic Analysis 33%
• Office Building 33%
• Collapse Potential 33%
• Collapse Fragility 33%
• Collapse Risk 33%
• Reinforced Concrete Buildings 33%
• Collapse Probability 33%
• Seismic Performance 33%
• Hazard Level 33%
• Moment Frame 33%
• Life-threatening 33%
• Seismic Design Code 33%
• Collapse Performance 33%
• ASCE 7 33%
• Subduction 33%

INIS

• assessments 100%
• earthquakes 100%
• reinforced concrete 100%
• walls 100%
• levels 50%
• chile 50%
• performance 50%
• risks 50%
• dynamics 25%
• probability 25%
• soils 25%
• design 25%
• nonlinear problems 25%
• hazards 25%
• safety 25%
• ground motion 25%
• office buildings 25%

Engineering

• Reinforced Concrete 100%
• Reinforced Concrete Structure 50%
• Safety Risk 50%
• Nonlinear Model 50%
• Ground Movement 50%
• Collapse Potential 50%
• Office Buildings 50%
• Concrete Buildings 50%
• Seismic Performance 50%
• Life Safety 50%
• Design Code 50%
• Seismic Design 50%
• Lateral Loads 50%
• Seismic Behavior 50%
• Risk Level 50%