1. Nonlinear solution: Plane bar structure with unidirectional supports.
2. Geometrical nonlinear solution: Spatial bar structure.
3. Comparison of geometrically nonlinear and stability solution.
4. Dynamic response: Plane bar structure. The influence of damping.
5. Dynamic response: Spatial bar structure. The influence of damping.
6. Advanced probabilistic models: Plane bar structure. Monte Carlo method and Latin Hypercube Sampling method.
7. Advanced probabilistic models: Spatial bar structure. Response surface.
8. Advanced probabilistic models: Platform structure. Response surface.
9. Individual assignment.
2. Geometrical nonlinear solution: Spatial bar structure.
3. Comparison of geometrically nonlinear and stability solution.
4. Dynamic response: Plane bar structure. The influence of damping.
5. Dynamic response: Spatial bar structure. The influence of damping.
6. Advanced probabilistic models: Plane bar structure. Monte Carlo method and Latin Hypercube Sampling method.
7. Advanced probabilistic models: Spatial bar structure. Response surface.
8. Advanced probabilistic models: Platform structure. Response surface.
9. Individual assignment.