Computational modelling of masonry with a view to Groningen induced seismicity

INIS

• levels 100%
• seismicity 100%
• computerized simulation 100%
• nonlinear problems 66%
• compression 33%
• anisotropy 33%
• data validation 33%
• peaks 33%
• performance 33%
• solutions 33%
• strains 33%
• shear 33%
• iterative methods 33%
• unloading 33%

Engineering

• Models 100%
• Seismicity 100%
• Discretization 50%
• Material Input 50%
• Stress-Strain Relations 50%
• Performance 50%
• Buildings 50%
• Anisotropic 50%
• Implicit Scheme 50%
• Time History 50%
• Zeros 50%

Keyphrases

• Practical Performance 33%
• Pushover 33%
• Loading-unloading 33%
• Shear Tension 33%
• Temporal Discretization 33%
• Nonlinear Time History 33%
• Structural Scale 33%
• Tension-compression 33%