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Confined concrete model under cyclic load
Juan Martinez-Rueda
, A.S. Elnashai
University of Brighton
School of Arch, Tech and Eng
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Keyphrases
Stiffness Degradation
100%
Cyclic Load
100%
Strength Degradation
100%
RC Members
100%
New Concrete
100%
Confined Concrete Model
100%
Performance Enhancement
50%
Dynamic Behavior
50%
Stress-strain
50%
Numerical Stability
50%
Cyclic Loading
50%
Cyclic Behavior
50%
Existing Concrete
50%
Confined Concrete
50%
Analytical Prediction
50%
Cyclic Model
50%
Inelastic Strain
50%
Strain Level
50%
Cyclic Strain
50%
Uncracked Concrete
50%
Flexural Response
50%
Response Characteristics
50%
Uniaxial
50%
Dynamic Loading
50%
Engineering
Experimental Result
100%
Good Agreement
100%
Response Characteristic
100%
Dynamic Behavior
100%
Cyclic Strain
100%
Strain Level
100%
Confined Concrete
100%
Numerical Stability
100%
Cyclic Loads
100%
Dynamic Loads
100%