Seismic Assessment of Reinforced Concrete Frames: Influence of Shear-Flexure Interaction and Rebar Corrosion

Engineering

• Rebar Corrosion 100%
• Flexure 100%
• Reinforced Concrete 100%
• Energy Dissipation 50%
• Design Code 50%
• Premature Failure 50%
• Nonlinear Response 50%
• Damage Mechanism 50%
• Damage Behavior 50%
• Level of Safety 50%
• Concrete Buildings 50%
• Aging Effect 50%
• Failure Mode 50%
• Seismic Design 50%
• Building Code 50%