Fragility-based analysis of the influence of effective stiffness of reinforced concrete members in shear wall buildings

Keyphrases

• Reinforced Concrete Members 100%
• Shear Building 100%
• Effective Stiffness 100%
• Incremental Dynamic Analysis 66%
• Fragility Curves 66%
• Santiago De Chile 33%
• Simplified Method 33%
• Nonlinear Model 33%
• Computationally Expensive 33%
• Effective Shear Stiffness 33%
• Empirical Fragility 33%
• RC Shear Wall 33%
• Seismic Performance 33%
• Probabilistic Analysis 33%
• Seismic Analysis 33%
• Robust Techniques 33%
• Seismic Response 33%
• Static Pushover Analysis 33%

Engineering

• Shear Walls 100%
• Concrete Member 100%
• Fragility Curves 100%
• Reinforced Concrete 100%
• Nonlinear Model 50%
• Bending Stiffness 50%
• Seismic Performance 50%
• Shear Stiffness 50%
• Static Pushover Analysis 50%
• Walls (Structural Partitions) 50%
• Seismic Analysis 50%
• Seismic Response 50%

INIS

• reinforced concrete 100%
• shear 100%
• walls 100%
• stiffness 100%
• dynamics 50%
• values 50%
• curves 50%
• chile 25%
• comparative evaluations 25%
• accuracy 25%
• performance 25%
• probabilistic estimation 25%
• modeling 25%
• nonlinear problems 25%
• bending 25%
• slabs 25%