Pretest Nonlinear Finite-Element Modeling and Response Simulation of a Full-Scale 5-Story Reinforced Concrete Building Tested on the NEES-UCSD Shake Table

Keyphrases

• Nonlinear Finite Element Method 100%
• Reinforced Concrete Buildings 100%
• Earthquake Engineering 100%
• San Diego 100%
• University of California 100%
• Shaking Table 100%
• Model Simulation 100%
• Engineering Simulation 100%
• Response Simulation 100%
• Nonstructural Components 66%
• Nonstructural Systems 66%
• Seismic Response 33%
• Three-dimensional (3D) 33%
• Finite Element Modeling 33%
• Predictive Ability 33%
• Base Excitation 33%
• Decision Support 33%
• Seismic Input 33%
• Modeling Techniques 33%
• Possible Sources 33%
• Blind Prediction 33%
• Design Level 33%
• Serviceability 33%
• Finite Element Prediction 33%
• Fiber Level 33%
• Dynamic Test 33%
• Seismic Assessment 33%
• Structure Component 33%
• Earthquake Motion 33%
• Shaking Table Test 33%

Engineering

• Concrete Buildings 100%
• San Diego 100%
• Full Scale 100%
• Earthquake Engineering 100%
• Fem Model 100%
• Reinforced Concrete 100%
• Test Protocol 66%
• Seismic Response 33%
• Finite Element Modeling 33%
• Predictive Capability 33%
• Simulation Result 33%
• Fibre Level 33%
• Test Specimen 33%
• Seismic Test 33%
• Serviceability 33%
• Global Scale 33%
• Dynamic Test 33%
• Experimental Measurement 33%
• Finite Element Analysis 33%