Multi-platform modelling of masonry infilled frames

Keyphrases

• Column Failure 50%
• Column Removal 50%
• Computation Time 50%
• Dynamic Effects 50%
• Earthquake 50%
• Equivalent Strut 50%
• Failure Scenarios 50%
• Infill Wall 50%
• Lateral Load 50%
• Linear Response 50%
• Masonry Infilled Frames 100%
• Multi-platform 100%
• Multi-platform Simulation 50%
• Multiscale Modeling 50%
• Nonlinear Dynamic Analysis 100%
• Nonlinear Response Analysis 50%
• Platform Method 50%
• Platform Modeling 100%
• Reinforced Concrete Frame 50%
• Reinforced Concrete Infilled Frames 50%
• Reinforced Concrete Modelling 50%
• Reinforcing Steel 50%
• Simulation Method 100%
• Single Platform 50%
• Special Elements 50%
• Steel Frame 50%
• Sudden Removal 50%
• Supporting Column 50%
• Two Dimensional 50%
• Vertical Load 50%

Engineering

• Analyze Phase 33%
• Computational Time 33%
• Dimensional Element 33%
• Dynamic Effect 33%
• Failure Scenario 33%
• Infill Wall 33%
• Infilled Frame 100%
• Linear Response 33%
• Multiscale Modeling 33%
• Nonlinear Response 33%
• Reinforced Concrete 66%
• Reinforced Steel 33%
• Simulation Method 66%
• Steel Frame 33%
• Two Dimensional 33%