Practical performance-based design of friction pendulum bearings for a seismically isolated steel top story spanning two RC towers

Keyphrases

• Performance-based Design 100%
• Practical Performance 100%
• Friction Pendulum Bearing 100%
• Displacement Capacity 50%
• Conventional Design 25%
• Isolation System 25%
• Narrowband 25%
• Dynamic Response 25%
• Support Structure 25%
• Cost Efficiency 25%
• Acceleration Time History 25%
• Reliable Performance 25%
• Design Approach 25%
• Special Design 25%
• Capacity Requirements 25%
• Safety Cost 25%
• Desired Performance 25%
• Steel Structures 25%
• High Displacement 25%
• Bearing Displacement 25%
• High-rise 25%
• Performance Objectives 25%
• Salient Characteristics 25%
• Expansion Joint 25%
• Performance-based Seismic Design 25%
• Bearing Failure 25%
• Ground Excitation 25%
• Floor Acceleration 25%
• Reinforced Concrete Tower 25%
• Design Norms 25%
• Displacement Demand 25%

Engineering

• Tower 100%
• Ground Movement 33%
• Steel Structure 33%
• Dynamic Response 33%
• Reinforced Concrete 33%
• Supporting Structure 33%
• Seismic Design 33%
• Cost Efficiency 33%
• Expansion Joints 33%