Seismic evaluation of an existing reinforced concrete framed tube building based on inelastic dynamic analysis

Keyphrases

• Framed Tube 100%
• Inelastic Analysis 100%
• Existing Reinforced Concrete Structures 100%
• Elastic-plastic Time History Analysis 66%
• Ductility Demand 33%
• Plastic Hinge Rotation 33%
• Plastic Rotation 33%
• Plastic Hinge 33%
• Direct Results 33%
• Ground Motion Records 33%
• Demand Estimation 33%
• Shear Lag 33%
• Rotation Ductility 33%
• Deformation Response 33%
• Ductility Capacity 33%
• Capacity Evaluation 33%
• Curvature Ductility 33%

Engineering

• Framed Tube 100%
• Plastic Hinge 100%
• Ground Movement 50%
• Deformation Response 50%
• Shear Lag Effect 50%