- A -

- B -

Beam-column element connected to a plane element

- C -

Consistent element nodal loads

- D -

- E -

Explicit specification of BC's

- F -

- G -

- H -

- I -

Imposing prescribed displacements

Incremental stress-strain relations

Inelastic stress-strain behavior

Initial groundwater conditions

Integration of the constitutive relations

- J -

Joining beam-column elements to plane elements

- L -

- M -

Mohr-Coulomb and Tresca criterions

- N -

- P -

- Q -

Quadratic Quadrilateral Element

- R -

- S -

Solution of equilibrium equations

- T -

Tangent (variable)-stiffness method

Truss element connected to a plane element

- U -

- W -

- Y -