![]() Response Spectrum - Horizontal elastic response spectrum - Vertical elastic response spectrum - Horizontal design response spectrum (Behavior factor, q, is considered.) - Vertical design response spectrum (Behavior factor, q, is considered.) b. Global level verification Overturning Sliding Member Level Ductile component: Plastic Rotation Brittle component: Resistance Damage limitation states Global Level: Inter-story drift Member Level: Resistance (ULS) 5Ħ Seismic Design Seismic Design for New Buildings Ground Conditions 6ħ Seismic Design Seismic Design for New Buildings Seismic action Importance Factor I II III IV T=475 year Representation of Seismic Action a. ![]() Fiber AnalysisĤ Seismic Design Seismic Design for New Buildings Seismic Design Process as per Eurocode8 (New buildings) Performance Requirement Ground Condition Seismic Action Seismic Zone Representation of seismic action Combination of Seismic Action Criteria for Structural Regularity Seismic Analysis Lateral Force method of Analysis Modal Response Spectrum Analysis Pushover Analysis Inelastic Time History Analysis Safety Verification Capacity Design & Detailing 4ĥ Seismic Design Seismic Design for New Buildings Performance Requirement and Compliance Criteria Performance Requirement No-collapse T NCR =475 year W/O limitation of collapse Damage Limitation T DLR =95 year W/O limitation of use Compliance Criteria Ultimate limit states Resistance and Energy Dissipation Capacity need to be checked. ![]()
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