Engineering
Arch Bridges
100%
Seismic Performance
100%
Mode Shape
28%
Linear Finite Element
28%
Resonant Frequency
28%
Experimental Result
14%
Good Agreement
14%
Frequency Domain
14%
Domain Decomposition
14%
Damping Ratio ζ
14%
Finite Element Modeling
14%
Test Result
14%
Nonlinear Model
14%
Disruptions
14%
Model Calibration
14%
Nonlinear Analysis
14%
Structural Failure
14%
Seismic Behavior
14%
Masonry Structure
14%
Ambient Vibration Test
14%
Bridge Region
14%
Allowable Level
14%
Keyphrases
Historical Arch Bridge
100%
Damage Criteria
50%
FE Model Calibration
25%
Erzincan
25%
Stochastic Subspace Identification
25%
Stone Materials
25%
Acceleration Record
25%
Nonlinear FE Model
25%
Enhanced Frequency Domain Decomposition
25%
Historic Masonry Bridge
25%
Large-scale Disruptions
25%
Rize
25%
Earthquake Performance
25%