Seismic fragility assessment of load-bearing soft-brick unreinforced masonry piers

Engineering

• Aspect Ratio 100%
• Axial Stress 100%
• Failure Mode 66%
• Time History 33%
• Developing Countries 33%
• Constitutive Model 33%
• Limit State 33%
• Test Material 33%
• Building Stock 33%
• Obtains 33%
• Seismic Response 33%
• Lateral Loads 33%
• Flexure 33%
• Ground Movement 33%
• Numerical Model 33%

Keyphrases

• Masonry piers 100%
• Soft Brick 100%
• Seismic Fragility Analysis 100%
• Unreinforced Masonry 100%
• Diagonal Shear 33%
• Limit State 16%
• Critical Displacement 16%
• Building Stock 16%
• Displacement Limit 16%
• Seismic Design 16%
• Seismic Force 16%
• Nonlinear Time History Analysis 16%
• Response Design 16%
• Failure Type 16%
• Seismic Response Analysis 16%
• Seismic Fragility 16%