National Repository of Grey Literature 4 records found  Search took 0.00 seconds. 
Reconstruction and strengthening of reinforced concrete ceiling construction
Ehrenberger, Ondřej ; Bažant, Zdeněk (referee) ; Perla, Jan (advisor)
This thesis addresses the repair and reinforcement of ceiling construction disturbed by excessive deflection. The aim is to design a gain ceiling structures suitable method. The proposal includes a calculation of prestressing losses. Calculation of internal forces was carried out using a computer program RFEM. The assessment was carried out according to limit states.
Ceiling construction with prestressed girder
Skuhravý, František ; Klusáček, Ladislav (referee) ; Perla, Jan (advisor)
The bachelor’s thesis process design of floor structure, which consists continuous cast-in-place reinforced concrete slab with three spans. The slab is supported by post-tensioned flat beams. These are pin-supported by pillars on outer edges, inner supports are ensured by columns. Comparison of the options of prestressing reinforcement with and without bond precedes designing of the beam itself. Based on its results a suitable option is chosen and then applied on a whole structure.
Ceiling construction with prestressed girder
Skuhravý, František ; Klusáček, Ladislav (referee) ; Perla, Jan (advisor)
The bachelor’s thesis process design of floor structure, which consists continuous cast-in-place reinforced concrete slab with three spans. The slab is supported by post-tensioned flat beams. These are pin-supported by pillars on outer edges, inner supports are ensured by columns. Comparison of the options of prestressing reinforcement with and without bond precedes designing of the beam itself. Based on its results a suitable option is chosen and then applied on a whole structure.
Reconstruction and strengthening of reinforced concrete ceiling construction
Ehrenberger, Ondřej ; Bažant, Zdeněk (referee) ; Perla, Jan (advisor)
This thesis addresses the repair and reinforcement of ceiling construction disturbed by excessive deflection. The aim is to design a gain ceiling structures suitable method. The proposal includes a calculation of prestressing losses. Calculation of internal forces was carried out using a computer program RFEM. The assessment was carried out according to limit states.

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