engleski

Analysis of Bending of Foundation Girders on the Ground

The paper deals with the results of behaviour analysis of transversely loaded girders on the ground, i.e. foundation girders. Analyses are based on the numerical method of finite differences and the analytical method of the one-parameter soil model. The main goal of these analyses is the choice of the soil reaction coefficient for the analytical method and the result of soil reaction gained through the numerical method, and their effect on other results.

foundation girder; method of finite differences; one-parameter soil model; results analysis

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