Keyphrases
Time-dependent Behavior
100%
Thermal Gradient
100%
Cyclic Temperature
100%
Posttensioned Concrete Bridges
100%
Temperature Variation
75%
Age-based
50%
Adjusted Age
50%
Stress-driven
50%
Residual Stress
50%
Arrhenius
50%
Thermal Loading
25%
Aging Model
25%
Temperature Effect
25%
Shrinkage Model
25%
Creep Model
25%
Repeated Application
25%
Creep
25%
Strain Rate
25%
Shrinkage Strain
25%
Temperature Difference
25%
Temperature Conditions
25%
Uniform Temperature
25%
Elastic Analysis
25%
Post-tensioned Concrete
25%
Stress Change
25%
Temperature Uniformity
25%
Creep Analysis
25%
Creep Strain
25%
Seasonal Temperature
25%
Concrete Structures
25%
Relaxation Model
25%
Daily Temperature
25%
Concrete Beams
25%
Temperature Affect
25%
Vertical Deflection
25%
Stress Difference
25%
Longitudinal Stress
25%
Shrinkage Analysis
25%
Time-dependent Deflection
25%
Structural Finite Element Analysis
25%
Time-dependent Strain
25%
Engineering
Concrete Bridges
100%
Dependent Behavior
100%
Creep
100%
Thermal Gradient
100%
Constant Temperature
50%
Temperature Change
50%
Arrhenius
50%
Concrete Beam
25%
Temperature Condition
25%
Residual Stress
25%
Elastic Analysis
25%
Induced Residual Stress
25%
Concrete Structure
25%
Strain Rate
25%
Longitudinal Stress
25%
Repeated Application
25%
Cross Section
25%
Finite Element Analysis
25%