Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions

Keyphrases

• Nonstructural Components 100%
• Component Factor 100%
• Horizontal Ground Motion 100%
• Ductility 85%
• Resonance Condition 42%
• Acceleration Demands 28%
• Seismic Demand 28%
• Minimal Impact 14%
• Sensitivity Analysis 14%
• Damage Level 14%
• Montreal 14%
• High Ductility 14%
• Equations of Motion 14%
• Period Range 14%
• Matrix Laboratory (MATLAB) 14%
• Modification Factor 14%
• Floor Acceleration 14%
• Site Class 14%
• Integration Approach 14%
• Displacement Demand 14%
• Support Structure 14%
• Seismic Acceleration 14%
• Elastic Behavior 14%
• Seismic Floor Accelerations 14%
• Acceleration Velocity 14%
• Moment-resisting 14%
• Building Floors 14%
• Uniform Hazard Spectra 14%
• Resonance Effect 14%
• Synthetic Ground Motion 14%
• Reliability Factor 14%
• Floor Displacement 14%
• Linear Time History Analysis 14%
• Seismic Ductility 14%
• Domain Matching 14%
• Target Ductility 14%
• Uncoupled Analysis 14%
• Resonant Period 14%
• Archetype Buildings 14%
• Newmark Integration 14%

Engineering

• Ground Level 100%
• Horizontal Ground Motion 100%
• Time History 50%
• Frequency Domain 50%
• Modification Factor 50%
• Ground Movement 50%
• Integration Approach 50%
• Linear Time 50%
• Supporting Structure 50%
• Damage Level 50%
• Primary Mode 50%