Non linear push over assessment of heritage buildings in Istanbul to define seismic risk

Engineering

• Damage Level 50%
• Design Spectrum 50%
• Elastic Design 50%
• Hazards 50%
• Historical Building 50%
• Lateral Acceleration 50%
• Limit State 50%
• Linear Displacement 50%
• Local Site 50%
• Safety Factor 50%
• Seismic Performance 50%
• Site Condition 50%
• Specific Site 100%
• State Analysis 50%