Engineering
Concrete Bridges
50%
Correction Term
100%
Design Code
50%
Error Term
50%
External Load
50%
Failure Probability
50%
Fiber-Reinforced Polymer
50%
Initial and Boundary Condition
50%
Model Prediction
50%
Reinforced Concrete
50%
Reliability Analysis
100%
Response Quantity
50%
State Variable
100%
Stochastic Differential
50%
Structural System
50%
Keyphrases
Algorithmic Approach
16%
Analytical Correction
16%
Correction Term
33%
Deformation Capacity
16%
Design Codes
16%
Differential Equations
16%
Drift Capacity
16%
Drift Demand
16%
Error Term
16%
External Load
16%
Failure Probability
16%
Fiber-reinforced Polymer Composites
16%
Fragility Functions
16%
Geometric Quantities
16%
Implicit Bias
16%
Laws of Thermodynamics
16%
Material Boundary
16%
Material Properties
16%
Model Accuracy
16%
Model Errors
16%
Model Prediction
16%
Physical Laws
50%
Physics-based
100%
Prediction Method
16%
Probabilistic Model
100%
Pushover
16%
Quantity of Interest
16%
Reinforced Concrete Bridge Column
16%
Reliability Analysis
100%
Reliability Issues
16%
Response Value
16%
Stochastic Differential Equations
16%
Structural System
16%