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Syllabus

bulletModeling of structures; discrete and continuum models; model ingredients. Notation.
bulletMatrix form of equilibrium equations; degree of static indeterminacy.
bulletPlastic analysis; collapse load determination by equilibrium considerations (lower bound theorem of plastic analysis).
bulletMatrix form of geometric compatibility. Number of independent free degrees of freedom. Independent plastic collapse mechanisms.
bulletVirtual 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.
bulletElement force-deformation relations; stiffness and flexibility matrices; transformations.
bulletDisplacement method; structure stiffness matrix; treatment of element loads and initial stress/strain effects; support displacements; symmetry.
bulletDirect stiffness assembly of element stiffness matrices; architecture of computer programs and implementation of element libraries.
bulletMatrix form of force or flexibility method; treatment of element loads and initial stress/strain effects; support displacements; symmetry.
bulletComputer implementation of constraints: transformation method; Lagrange multipliers.
bulletSubstructuring, superelements.
bullet3d analysis, rigid diaphragms.

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last update: September 05, 2004