Collapse probability of soft-storey building in Australia and implications for risk-based seismic design

Keyphrases

• Australia 100%
• Risky Driving 100%
• Seismic Design 100%
• Collapse Probability 100%
• Soft Storey Building 100%
• Response Behavior 66%
• Melbourne 33%
• Performance Indicators 33%
• Shaking Table Test 33%
• Seismic Analysis 33%
• Site Conditions 33%
• Ground Motion 33%
• Rocking Response 33%
• Displacement Capacity 33%
• Structure Design 33%
• Risk-based Design 33%
• Nonlinear Structural Response 33%
• Rocking Behavior 33%
• Reinforced Concrete Column 33%
• Low Seismicity 33%
• Collapse Risk Assessment 33%
• Earthquake Action 33%
• Bidirectional Earthquake 33%
• Collapse Risk 33%
• Drift Capacity 33%
• Earthquake Scenario 33%
• Recurrence Relationship 33%
• Earthquake-resistant Design 33%
• Collapse Prevention 33%
• Precast Reinforced Concrete 33%
• Collapse Fragility 33%
• Real Building 33%
• Deaggregation 33%
• Assessment of Existing Structures 33%
• Fragility Functions 33%

Engineering

• Seismic Design 100%
• Australia 100%
• Return Period 50%
• Ground Movement 50%
• Seismic Analysis 50%
• Site Condition 50%
• Structural Response 50%
• Performance Indicator 50%
• Seismicity 50%
• Resistant Design 50%
• Reinforced Concrete 50%