The effect of ground motion vertical component on the seismic response of historical masonry buildings: The case study of the Banloc Castle in Romania

Keyphrases

• Axial Force 33%
• Banat 33%
• Behavioral Response 33%
• Building Set 33%
• Castle 100%
• Damage Pattern 33%
• DIANA FEA 33%
• Ductility 33%
• Earthquake 66%
• Engineering Demand Parameters 33%
• FE Analysis 33%
• FEM Model 33%
• Focal Depth 33%
• Fragility Curves 33%
• Ground Motion 100%
• Historical Masonry Structures 100%
• Horizontal-vertical 33%
• Moment Magnitude 33%
• Near-field Effect 33%
• Near-field Excitation 33%
• Nonlinear Dynamics 33%
• Plane Wall 33%
• Real Crack 33%
• Real Ground Motion Records 33%
• Romania 100%
• Seismic Response 100%
• Seismic Response Modification Factor 33%
• Shear Force 33%
• Source-to-site Distance 33%
• Specific Source 33%
• Stress Conditions 33%
• Structural Capacity 33%
• Structural Response 33%
• Vertical Component 100%
• Vertical Ground Motion 66%

Engineering

• Dynamic Field 20%
• Engineering 20%
• Finite Element Analysis 20%
• Finite Element Modeling 20%
• Fragility Curves 20%
• Ground Movement 100%
• Masonry Building 100%
• Masonry Structure 20%
• Modification Factor 20%
• Non-Linear Dynamics 20%
• Reference Case 20%
• Seismic Response 100%
• Shear Force 20%
• Site Distance 20%
• Stress Condition 20%
• Structural Response 20%