System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake table

Keyphrases

• Reinforced Concrete Buildings 100%
• System Identification 100%
• Nonstructural Components 100%
• Nonstructural Systems 100%
• Shaking Table 100%
• Modal Properties 100%
• Base-isolated 100%
• Modal Parameters 66%
• Base Excitation 66%
• Seismic Assessment 66%
• Structure Component 66%
• Fixed Base 66%
• Seismic Response 33%
• Seismic Demand 33%
• Quasi-linear 33%
• Low Intensity 33%
• Accelerometer 33%
• Dynamic Interaction 33%
• Environmental Conditions 33%
• Seismic Excitation 33%
• Equivalent Linear 33%
• Output-only 33%
• Input-output 33%
• Excitation Test 33%
• Low Amplitude 33%
• Non-structural Damage 33%
• Fixed Base Building 33%
• Ambient Vibration Data 33%
• Linear Response 33%
• DATA-SSI 33%
• Earthquake Sequence 33%
• NExT-ERA 33%
• Vibration Data 33%
• Structural Vibration 33%
• Linear Time-invariant Model 33%
• Base Motion 33%

Engineering

• Modal Parameter 100%
• Concrete Buildings 100%
• Seismic Test 100%
• Full Scale 100%
• Reinforced Concrete 100%
• Seismic Response 50%
• Good Agreement 50%
• Test Protocol 50%
• Test Program 50%
• Linear Response 50%
• Structural Vibration 50%
• Linear Time Invariant 50%