Keyphrases
Probabilistic Seismic Hazard Analysis
100%
Self-centering Steel Frame
100%
Self-centering Connection
100%
Steel Moment-resisting Frame
80%
Service Life
60%
Prototype Structure
60%
Nonlinear Dynamic Analysis
40%
Seismic Performance
40%
Residual Drift
40%
Exceedance Probability
40%
Collapse Probability
40%
Energy Dissipation Sequences
40%
Energy Dissipation
20%
Fracture Behavior
20%
Hysteretic Model
20%
Hysteretic
20%
Nonlinear Spring
20%
Risk Assessment
20%
Hysteretic Response
20%
Post-tensioning
20%
Trilinear
20%
Steel Strand
20%
Expected Energy
20%
Fragility Analysis
20%
Higher Mode Effects
20%
Post-yield Stiffness
20%
Flag-shaped Hysteresis
20%
Physical Tests
20%
Engineering
Steel Frame
100%
Energy Dissipation
100%
Service Period
100%
Seismic Performance
66%
Exceedance
66%
Experimental Result
33%
Test Data
33%
Fracture Behavior
33%
Mode Effect
33%
Strand
33%
Non-Linear Dynamics
33%
Static Analysis
33%
Material Science
Fracture Behavior
100%
Dynamic Analysis
100%
Earth and Planetary Sciences
Energy Dissipation
100%
Dynamic Analysis
33%