Interakce nosníků s podložím

Abstract

The aim of this thesis was to create a program for a mutual interaction between a foundation beam and subsoil. The program serves for dealing with the subsoil compaction using various methods of computation as well as selected models of subsoil such as Winkler´s or Pastermak´s model. The user himself chooses variable parameters of the beam (e.g. length, height and modulus of elasticity) and the subsoil (e.g. Poisson´s coefficient, modulus of elasticity, malleability coefficient) and the load. Afterwards the resulting values are compared by various methods of computation, for example ODM or MKP. Instructions for entering particular parameters necessary for program computation with typical problem solution of subsoil deformation are part of this thesis.