National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Design of the bridge structure across the street
Váša, Jiří ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The diploma thesis deals with the design of the motorway bridge over the II / 464 road between Butovice-Bílovec. For the bridging design four variants were made, from which a variant of the slab with longitudinal extensions was selected for further processing. The design assessment was performed for the ultimate limit state and serviceability limit state according to valid standards. Determination of internal forces was performed on the model developed in Scia Engineer 18.0.
Design of the simple slab bridge
Váša, Jiří ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the design and assessment of the bridge in the village of Hladké Životice. Three variants of bridge constructions have been developed. For consideration was selected the variant of the pre-stressed bridge plate frame construction with one field. Calculation of load effects was performed in Scia Engineer. The assessment is carried out according to European standards.
Design of the bridge structure across the street
Váša, Jiří ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The diploma thesis deals with the design of the motorway bridge over the II / 464 road between Butovice-Bílovec. For the bridging design four variants were made, from which a variant of the slab with longitudinal extensions was selected for further processing. The design assessment was performed for the ultimate limit state and serviceability limit state according to valid standards. Determination of internal forces was performed on the model developed in Scia Engineer 18.0.
Design of the simple slab bridge
Váša, Jiří ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the design and assessment of the bridge in the village of Hladké Životice. Three variants of bridge constructions have been developed. For consideration was selected the variant of the pre-stressed bridge plate frame construction with one field. Calculation of load effects was performed in Scia Engineer. The assessment is carried out according to European standards.

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1 Váša, Jan
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