Evaluation of the creep coefficients of the hkbd and jsce code concrete creep prediction models

Engineering

• Strength Concrete 100%
• Creep Strain 100%
• Concrete Code 100%
• Concrete Structure 50%
• Design Consideration 50%
• Elastic Strain 50%
• Design Code 50%
• Extensive Research 50%
• Civil Engineer 50%
• Coefficient of Variation 50%
• Creep 50%
• Japan 50%
• Water/Cement Ratio 50%
• Modulus of Elasticity 50%
• Creep Types 50%

Keyphrases

• Creep Prediction Model 100%
• Creep Coefficient 100%
• Concrete Creep Prediction 100%
• Creep Strain 33%
• Hong Kong 16%
• Codes of Practice 16%
• Concrete Structures 16%
• Structural Use 16%
• Coefficient of Variation 16%
• Japan 16%
• Elastic Modulus 16%
• Creep 16%
• Prediction Model 16%
• Design Considerations 16%
• Accurate Model 16%
• Design Codes 16%
• Concrete Creep 16%
• Aggregate Type 16%
• Laboratory-controlled Conditions 16%
• Elastic Strain 16%
• Water-cement Ratio 16%
• Creep Deformation 16%
• Normal Strength Concrete 16%
• Code Type 16%
• HS Model 16%
• Empirical-based Model 16%
• Civil Engineers 16%
• High-strength Concrete 16%
• International Code 16%

Material Science

• Creep Types 100%