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%