Keyphrases
Cable-stayed Bridge
100%
Gap Size
100%
Period Ratio
100%
Ground Motion Variability
100%
Approach Span
100%
Size Ratio
75%
Spatially Variable
50%
Optimal Gap
50%
Repair Cost Ratio
50%
Analytical Results
25%
Strong Impact
25%
Vibration Characteristics
25%
Local Damage
25%
Optimization Framework
25%
Process Optimization
25%
Adjacent Structures
25%
Computational Burden
25%
Ground Motion
25%
Fragility Curves
25%
Seismic Excitation
25%
Pylon
25%
Expansion Joint
25%
Bridge Model
25%
Performance-based Seismic Design
25%
Fragility Functions
25%
Vibration Period
25%
Bridge Span
25%
Component Fragility
25%
Structural Fragility
25%
Bearing Damage
25%
Neighboring Structure
25%
Uniform Excitation
25%
Earthquake Characteristics
25%
Multi-stripe Analysis
25%
Ratio Values
25%
Excitation Methods
25%
Out-of-phase Vibration
25%
Engineering
Optimal Design
100%
Cable Stayed Bridges
100%
Ground Movement
100%
Repair Cost
50%
Excitation Method
25%
Analytical Result
25%
Adjacent Structure
25%
Characteristic Vibration
25%
Expansion Joints
25%
Optimized Repair
25%
Fragility Curves
25%
Seismic Design
25%