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A number of common ritual elements were used alone or combined in various ways.
Plane strain elements were used in the model.
Elastic elements were used to model the frame joints.
Spring elements were used to model the soil.
Cohesive-zone elements were used to simulate delaminations.
Two regulatory elements were used in this study.
Shear infill elements were used for modeling masonry infill walls.
Furthermore two node beam elements were used to model beams.
Tetrahedron elements were used to mesh the skull.
Contact elements were used between rails, baseplates, and sleepers.
Interface elements were used to model soil structure interaction.
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