Vývoj návrhu ocelobetonových spřažených mostů

Abstract

The aim of the work is to design and assess the main load-bearing parts of a steel-concrete bridge that carries a road in straight. The design and assessment will be done by analytical methods in spreadsheet so that accurate and clear outputs are obtained. Parameterization will also be done in the spreadsheet to allow variable number of main girders. Data will be recorded for the different parameterisation options and then compared to find the optimum number of main beams. In addition, numerical models will be created in commercial software so that the results match the manual calculations. These numerical models will be further modified to simulate as closely as possible the actual bridge structure. Finally, the results from these numerical models will be compared.