 | Modeling of structures; discrete and continuum models; model ingredients.
Notation. |
 | Matrix form of equilibrium equations; degree of static indeterminacy. |
 | Plastic analysis; collapse load determination by equilibrium
considerations (lower bound theorem of plastic analysis). |
 | Matrix form of geometric compatibility. Number of independent free degrees
of freedom. Independent plastic collapse mechanisms. |
 | Virtual work and complementary virtual work principles; Energy theorems;
Betti's theorem; Maxwell's reciprocal theorem. Incremental plastic work and
upper bound theorem of plastic analysis. |
 | Element force-deformation relations; stiffness and flexibility matrices;
transformations. |
 | Displacement method; structure stiffness matrix; treatment of element loads and initial stress/strain
effects; support displacements; symmetry. |
 | Direct stiffness assembly of element stiffness matrices; architecture of
computer programs and implementation of element libraries. |
 | Matrix form of force or flexibility method; treatment of element loads and initial stress/strain
effects; support displacements; symmetry. |
 | Computer implementation of constraints: transformation method; Lagrange
multipliers. |
 | Substructuring, superelements. |
 | 3d analysis, rigid diaphragms. |