|
|
Reconstruction of the bridge 44-016
Škarda, Jan ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
The purpose of this thesis is the project of the bridge reconstruction nb. 44 - 06 in Zabreh. It is performed the project of the new bridge which should replace current construction. The current construction is not suitable from technical aspects. The project is solved as a prestressed trapezodial slab with 20 m span. The design was judged by the ultimate limit states and usability.
|
|
|
RC load-bearing structure design of car park
Kudrna, Jan ; Perla, Jan (referee) ; Šimůnek, Petr (advisor)
The diploma thesis deals with the design and assessment of reinforced concrete structure supporting two-storey building of the underground garage for cars. In the space above the garage is designed open area with public space. The project was designed especially outer water-impermeable construction method white bath and a base plate and a perimeter wall. The structure was designed as a comprehensive model. Computing analyzed by finite element method. All selected elements were assessed at the ultimate limit state and limit state, namely to limit state of cracking load and forced stress.
|
|
|
Court multi-storey outbuilding university space
Rochová, Lucie ; Koláček, Jan (referee) ; Perla, Jan (advisor)
The topic of the diploma thesis is the design of monolithic concrete structure CERIT in Brno. There are designed three preliminary variants of the concrete structure for the problematic place in the building. Selected variant is developed in detail design (the concrete wall). The solution comprises statical analysis, text section and drawing documentation.
|
|
|
Pedestrian bridge across the river Dyje
Uher, Lukáš ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
This bachelor thesis aims to design a structure of pedestrian bridge over the river Dyje. Therefore, three outlines of bridging were drafted. The main propose of this thesis is to make a static analysis of a respective outline, which is the structure of a steel arch supporting a prestressed concrete deck. The calculations were made using the Scia Engineer software and the evaluation is done in MS Excel. The design is drafted in accordance with ČSN EN 1992. This thesis, however, does not deal with the time dependent analysis.
|
|
|
Design of a one-span beam bridge
Skořepová, Eliška ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The bachelor thesis deals with the design of the road bridge. Of the three possible variants, a variant with two girders connected by a deck plate is selected. Calculations were performed manually and controlled with Scia Engineer 18.1. The results were compared. The structure is judged by Eurocodes.
|
|
|
Slab bridge in Velké Pavlovice
Gřunděl, Michal ; Hofírek, Radovan (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design of the new bridge according to EN 1992-1-1. The bridge is used to convert local road across the river Trmánka. The bridge is designed as a plate with a full cross-section of the trapezium, a statically resolved as a bridge is just stored with the length of bridge 12, 1 m. Categories of communication is S 7.5. Encumbered and assessment on the MSÚ and MSP is resolved according to the standards.
|
|
|
The bridge reconstruction
Schafferová, Denisa ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The aim of the bachelor thesis was to assess the load-bearing capacity of the existing load-bearing structure and to verify the effects of prestressing cables. Assessments were performed to comply with the ultimate limit state and serviceability limit state according to valid Europeans standards. Structural design was calculated by hand and partially checked with SCIA Engineer 20.0 software using ortothropic behavior for plates. The thesis includes detailed drawings of the existing structure.
|
|
|
Multi-span highway bridge
Doležal, Lukáš ; Novák, Richard (referee) ; Koláček, Jan (advisor)
The subject of diploma thesis is designing multi-span highway bridge over Řepovský potok valley, dirt roads and biocorridor. Three variants of bridge were designed and one of them – box girder 10 span bridge, has been chosen. Bridge deck is made from cast in place post tension prestressed beam. Load-bearing structure is concreting step by step on fixed and moving support. Total length of bridge is 560 m. The analysis of structure was projected on several computational models. They have been made in software Midas Civil and SCIA Engineer 18.1. The assessments of ultimate limit state and serviceability limit state were made in all steps of building in longitudinal and cross direction. In the analysis in longitudinal direction is included the time dependent analysis. Structural design was made in software MS Excel according to valid standards. Finally, drawing documentation and visualization were made.
|
|
|
Flyover bridge over the Bečva river
Pidima, Jan ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
The thesis deals with a design of a highway bridge with multiple spans. The bridge is constructed for highway D1 and goes across the river Bečva close to the city Přerov. Two different solutions were carried out from which a solution with subsequently prestressed box girder was chosen. Static model and load actions were modelled in program Scia Engineer 2016.0. Design checks were done manually according to corresponding Eurocodes. Load actions from wind, uneven support settling and horizontal actions from transit were neglecte.
|
|
|
Apartment building in the gap site
Doupovec, Vojtěch ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The diploma thesis is focused on design of a monolithic reinforced concrete structure of an apartment building situated in a gap site. The foundation is designed on a foundation slab supported by piles, which together with the walls in the basement are made as a waterproofness concrete structure. It is a two-way wall construction system, made in a combination of masonry and reinforced concrete. The structure was assessed for the ultimate limit state and the serviceability limit state. Due to the requirement for waterproofness, the reinforcement was designed for non-force effects at an early stage. The work includes drawings of shapes and reinforcement.
|
guest ::
