Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling

Keyphrases

• 2010 Chile Earthquake 100%
• RC Shear Wall 100%
• Pushover Analysis 100%
• Global Response 100%
• Modeling Issues 100%
• Nonlinear Finite Element Method 100%
• Seismic Capacity 100%
• Chilean 50%
• Santiago De Chile 50%
• Ground Motion 50%
• Response Value 50%
• Shear Building 50%
• Shear Stiffness 50%
• Shear Wall 50%
• Residential Buildings 50%
• Nonlinear Material Behavior 50%
• Fully Nonlinear 50%
• Response History Analysis 50%
• Geometric Nonlinearity 50%
• Elastic Model 50%
• Seismic Action 50%
• Local Response 50%
• Static Test 50%
• Foundation Uplift 50%

INIS

• capacity 100%
• assessments 100%
• modeling 100%
• nonlinear problems 100%
• finite element method 100%
• walls 100%
• shear 66%
• chile 50%
• damage 33%
• demand 33%
• earthquakes 33%
• deformation 33%
• comparative evaluations 16%
• foundations 16%
• geometry 16%
• stiffness 16%
• slabs 16%
• ground motion 16%
• residential buildings 16%

Engineering

• Shear Walls 100%
• Walls (Structural Partitions) 100%
• Pushover Analysis 66%
• Global Response 66%
• Observables 33%
• Finite Element Modeling 33%
• Shear Stiffness 33%
• Recorded Ground Motion 33%
• Residential Building 33%
• Material Behavior 33%
• Seismic Action 33%
• Local Response 33%
• Geometric Nonlinearity 33%
• Elastic Model 33%
• Response Quantity 33%