National Repository of Grey Literature 5 records found  Search took 0.01 seconds. 
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 road bridge
Prombergerová, Tereza ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
This work deals with the design and assessment of a parapet bridge in the village of Hladké Životice. The purpose was to design the maximum free height and try to reduce the construction height of the bridge to a minimum. The height of the main prestressed beams was optimized depending on the concrete grade and the applied load. The effects were calculated manually, with control in Scia Engineer. The assessment is according to European standards.
Design of the road bridge
Prombergerová, Tereza ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
This work deals with the design and assessment of a parapet bridge in the village of Hladké Životice. The purpose was to design the maximum free height and try to reduce the construction height of the bridge to a minimum. The height of the main prestressed beams was optimized depending on the concrete grade and the applied load. The effects were calculated manually, with control in Scia Engineer. The assessment is according to European standards.
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.
Precise monitoring vertical deflection of bridge structures using method of ground radar interferometry
Talich, Milan
The contactless determination of vertical deformations of bridge structures with accuracy up to 0.01 mm in real time can also be used in practice the technology of ground based radar interferometry. It is also possible in real time to capture oscillations of the object with a frequency up to 50 Hz. Deformations can be determine simultaneously in multiple places of the object, for example a bridge structure at points distributed on the bridge deck at intervals of one or more meters. This allows to obtain both overall and detailed information about the behavior of the structure during the dynamic load and monitoring the impact of movements either individual vehicles or groups. In addition to the necessary theory are given practical examples.

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