Nelineárne riešenie lanových konštrukcií

Abstract

The main focus of the thesis is aimed at the creating an application for the nonlinear calculation of static and deformation variables for the planar and spatial cable construction using the direct stiffness method. Created application offers possibility to define own type of cable construction with possibility to change the diameter of cable, material and load of the structure. Description of the program and samples of graphic results of internal forces and deformations are a part of the thesis. The possibility of probabilistic assessment according to the ultimate limit state and serviceability limit state in the cross-section with maximal vertical deformation is the next part of program.