National Repository of Grey Literature 4 records found  Search took 0.00 seconds. 
Design of a road bridge
Barkáč, Erik ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
The subject of this diploma thesis is the design and analysis of a bridge at the R48 bypass over the Ostravica River. For this purpose, three variants of the supporting structure solution were developed from which a variant of additionally prestressed chamber girder with perpendicular walls was selected. The main task is to assess the construction for phased construction. The static calculation was drawn up according to European
Design of a one-span concrete bridge
Barkáč, Erik ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The subject of this bachelor’s thesis is to design and analysis a one-span concrete bridge. The supporting structure is one-span prestressed slab with the lenght of 20m.the load effect is calculated by Scia Enginner and compared with manual calculation. The design and assesment are according to the europien standards. The time dependent analysis is not treated in this work.
Design of a road bridge
Barkáč, Erik ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
The subject of this diploma thesis is the design and analysis of a bridge at the R48 bypass over the Ostravica River. For this purpose, three variants of the supporting structure solution were developed from which a variant of additionally prestressed chamber girder with perpendicular walls was selected. The main task is to assess the construction for phased construction. The static calculation was drawn up according to European
Design of a one-span concrete bridge
Barkáč, Erik ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The subject of this bachelor’s thesis is to design and analysis a one-span concrete bridge. The supporting structure is one-span prestressed slab with the lenght of 20m.the load effect is calculated by Scia Enginner and compared with manual calculation. The design and assesment are according to the europien standards. The time dependent analysis is not treated in this work.

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