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%
• Shaking Table 100%
• Modal Properties 100%
• Modal Parameters 66%
• Nonstructural Components 66%
• Nonstructural Systems 66%
• Seismic Assessment 66%
• Vibration Data 66%
• Time-invariant 33%
• Building Response 33%
• Base Excitation 33%
• Invariant Submodels 33%
• Output-only 33%
• Input-output 33%
• Structure Component 33%
• Earthquake Motion 33%
• Damage Level 33%
• Natural Frequency 33%
• Damage State 33%
• Excitation Test 33%
• Low Amplitude 33%
• Dynamic Excitation 33%
• Non-structural Damage 33%
• Fixed Base Building 33%
• Earthquake Sequence 33%
• Two-input 33%
• Art System 33%
• Ambient Vibration Response 33%
• White Noise Test 33%
• State-space Model 33%
• Real Damage 33%
• Linear Elastic 33%
• Global Stiffness 33%
• Real Building 33%
• Visual Inspection 33%
• Modal Contribution 33%
• Progressive Damage 33%

Engineering

• Modal Parameter 100%
• Concrete Buildings 100%
• Seismic Test 100%
• Full Scale 100%
• Reinforced Concrete 100%
• Good Agreement 50%
• Test Protocol 50%
• Damage State 50%
• Visual Inspection 50%
• Test Data 50%
• Induced Damage 50%
• Noise Test 50%
• Resonant Frequency 50%