National Repository of Grey Literature 31 records found  beginprevious21 - 30next  jump to record: Search took 0.01 seconds. 
Rebuilding a Family House
Zlámalová, Pavlína ; Požár, Michal (referee) ; Švaříčková, Ivana (advisor)
The thesis deals with the reconstruction of the family house. The main aim of my thesis is assessment of the existing floor slab and designing of reinforcement due to lack of static part of design documentation. Internal forces on the slab are obtained by using finite element method on which the slab is designed. Due to superstructure of one extra floor above original structure it is necessary to make the hole for the staircase into the existing ceiling construction and demolition of loadbearing wall for disposition improvement. Intervention into the original construction has the effect of redistribution internal forces. At this case additional reinforcement of floor slab is necessary. For additional floor slab are selected and designed CFRP carbon straps. Rotate rib is being prepared instead of original demolished loadbearing wall which will be connect with original floor slab by using of stirrups. All calculations were performed in accordance with valid standard.
The concrete structure of a high office building
Skuhravý, František ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
Aim of The Diploma Thesis was to design load-bearing structure of a multi-storey reinforced concrete building, to realize structural analysis in Dlubal-RFEM software and dimension its selected parts. Designed structure is based on already erected building in office edifices campus in Brno-Slatina district. Its original number of storeys was increased from ten to nineteen, so the specific problems connected to high-rise building designing could be solved. Time dependent deformations of vertical structures were analysed in detail, so the changes in load of horizontal elements could be described more precisely, because of its direct dependence on compression of the columns. Within the paper, foundation structure dimensions were designed, assessment and design of composite columns assembly were made, as well of floor slab in 2nd floor with column deformations impact check on the 17th floor. Also, the external walls, pillars and shear core walls were designed and assessed. Formwork drawing of designed structure parts and detailed drawing of reinforcement of assessed elements were elaborated. Based on Diploma Thesis results it can be stated, that if influence of nonuniform load of vertical structures within the high-rise building designing is neglected, consequent project would presumably be uneconomic, or dangerous after an optimization attempts.
Design Analysis of the Flat Slab
Chalupová, Martina ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The aim of the Bachelor thesis is to design, structural check and price comparison of reinforced concrete point-supported slab. The design of slab is processed in three options. Every option of the slab has another thickness. The internal forces are obtained from Finite Element Method and are checked with summation of moments method. The design of slabs is based on internal forces form FInite Element Method. I determined total amount and price of reinforcement and total amount and price of concrete. I comapared price of slabs and chose the best one. The best option was developed in greater detail. Reinforcement drawing was made for the best option of point-supported slab. All calculations were performed in accordance with valid standard.
Design of the concrete roof structure
Paleček, Vladimír ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The bachelor's thesis is a proposal of alternative options of atypical reinforced concrete ceiling and roof construction in contact with a cylindrical water tank. The solved roof and ceiling structure covers a single-storey storage hall. The structure is supported by a perimeter brickwork made of ceramic blocks on three sides and is connected to a cylindrical water tank, where it is provided with a self-supporting beam. The reason for these solutions is the failure of the already executed roof structure.
Storage hall
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The master thesis ´´Storage hall” deals with designing of selected elements prefabrikated skeleton hall. Discussed elements are truss, beam, girder, column and prefabricate footing. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces for columns and prefabricate footing was carried out with usage of the program Scia Engineer, 3D model of the whole object was created. Analysis of internal forces for the rest of elements was carried out with help of manual calculation. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the truss.
Precast concrete warehouse structure
Schmeidler, Radek ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The final thesis is focused on the design and assessement of precast structure of industrial hall – with purlin, prestressed girder, columns, grade beam, pile cap and pile. Structural analysis was performed by SCIA Engineer 2015 and hand calculations.
Constructional technologic project of objects at dump Úholičky
Doubek, Rostislav ; Henková, Svatava (referee) ; Novotný, Michal (advisor)
In this diploma thesis two steel frame objects of a waste dump in Úholičky are solved. The aim is to resolve the chosen parts of a construction-technological project. The main topics for selected technological phases are transportation, bill of quantities, technological regulations, construction organization’s principles, time schedule, machinery, control and testing plan, work safety and worker’s health protection. These topics are prepared for the technological phases of ground works, fundamental contruction, upper load-bearing structure, construction of the floor and sheathing of the object. The thesis has also other parts which include static solution of a prestressed unit, budget by items, calculation of the object’s maintenance cost, handbook for bulding’s occupancy and proposal of construction contract.
Design of Selected Elements of Storeyed Building
Ducháč, Josef ; Horák, David (referee) ; Švaříčková, Ivana (advisor)
The Master´s thesis is focused on the assessment basic parts of the story building. All construction is made from reinforced concrete. The columns, flat plate slabs, flanges and stairways are between the design constructions. The thesis includes working-out of static calculation, drawing shape, reinforcement drawing of all design constructions and results from computer sofware.
The design of reinforced concrete ceiling
Burda, Patrik ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The bachelor thesis is focused on the static solution of monolithic reinforced concrete continuous ceiling and a beam in a single family house. The entire structure of ceiling is designed of reinforced concrete. Software Dlubal RFEM is used to determine the effects of load. It works with the finite element method. Assessment of elements is according to the first limit state and also the second limit state. The thesis includes statics calculation, dimensioning of reinforcement, drawing of shape and reinforcement drawings of solved elements.
Reinforced concrete frame of office building
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The bachelor thesis ,,Reinforced concrete frame of office building” deals with designing of selected elements of RC frame structure. Discussed elements are consist of beamed ceiling slab, beam, girder and frame column. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces was carried out with usage of the program Scia Engineer. 3D model of the whole object was created. The output accuracy was verified with help of 2D frame model, which was solved in the same program. Review of the results of the internal forces were carried out with help of manual calculation using the method of frame segments. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the girder.

National Repository of Grey Literature : 31 records found   beginprevious21 - 30next  jump to record:
Interested in being notified about new results for this query?
Subscribe to the RSS feed.