Relevant bibliographies by topics / Statické výpočty / Dissertations / Theses
To see the other types of publications on this topic, follow the link: Statické výpočty.

Dissertations / Theses on the topic 'Statické výpočty'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 dissertations / theses for your research on the topic 'Statické výpočty.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.

1

Fiala, Lukáš. "Výpočty jeřábových lan." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2019. http://www.nusl.cz/ntk/nusl-401516.

Full text
Abstract:
This master thesis deals with calculation of steel wire ropes for cranes. Concretely is acted about calculation of wire ropes overhead crane manufactured by KRÁLOVOPOLSKÁ a.s. designed for load capacities up to 25 000 kg, which is situated at hall of steelworks. Further, the calculation of wire ropes different overhead crane was made to compare the results. The solution includes calculation made using valid standards ČSN 27 0100, DIN 15020-1, FEM 1.001 and ČSN EN 13001-3-2. Finally, the procedures are evaluated and compared with each other.
APA, Harvard, Vancouver, ISO, and other styles
2

Hykel, Lukáš. "Návrh zefektivnění výrobního provozu krycích plechů v podniku ISOTRA." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2015. http://www.nusl.cz/ntk/nusl-232191.

Full text
Abstract:
The thesis deals with the optimization of production lines cover sheets for external blinds. The aim of this work is to propose appropriate investment in line for expansion of capacity and the reduction of risks in the form of cooperation. To achieve the objective I propose two alternative solutions. Combination of these two variants has been optimized with regard to investment in capacity expansion, reduce risk and achieve a fast return on investment. The conclusion describes the individual prices of investment items and annual profit from the newly formed water jet technology.
APA, Harvard, Vancouver, ISO, and other styles
3

Freisleben, Michal. "Výpočet zatížení a pevnostní kontrola křídla kluzáku." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2009. http://www.nusl.cz/ntk/nusl-228533.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Krmela, Luděk. "Aerodyanmický návrh a výpočet kluzáku "Twin Shark"." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2010. http://www.nusl.cz/ntk/nusl-229321.

Full text
Abstract:
The thesis contains determination of real aerodynamics characteristics of PW09-135 flap airfoil with help of calibration method via CFD, followed by accomplishment of CFD analysis of parts and the whole Twin Shark glider. Detailed research and optimization was made to flow field quality of fuselage and wing fuselage junction. On the basis of CFD solution was determine a stability control, static margin and angle of attack of a horizontal stabilizer. The thesis concludes an evaluation of results applicability in praxis.
APA, Harvard, Vancouver, ISO, and other styles
5

Steidl, Adam. "Výpočet stejnosměrného elektromagnetu a jeho experimentální ověření." Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2015. http://www.nusl.cz/ntk/nusl-220979.

Full text
Abstract:
Content of this thesis deals with electromagnets as operating elements in electric machines. Thesis is divided in two main parts, theoretical and practical. The theoretical part describes electromagnets as electric machine , usage of electromagnets in electrical devices as operating element. Electromagnets are further divided in groups on basis of different criteria. Next, the theory of electromagnetic fields and methods of assesment of static pull and dynamic characteristics is described. Construction and function analysis of researched electromagnet with permanent magnets, which serves as trigger in compact circuit breaker, is also included in this part. Practical part includes measurement of force quantities of researched electromagnet in different operating states an its evaluation. For analysis of dynamic quantities with finite element method were created two-dimensional and three-dimensional models. Evaluation of analysis follows. After that is described simplified design of electromagnet, based onoperating states of researched electromagnet. This part is closed with comparation between results of analysis and designed values of electromagnets.
APA, Harvard, Vancouver, ISO, and other styles
6

Mezera, David. "Silniční most." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392128.

Full text
Abstract:
The content of the thesis is to solve the relocation of railroad and bicycle path. I tis a bridge with five field. 2 studies were designed, one of which was elaborated within the Framework of this thesis. Was selected option no. 1 concrete prefabricated T-beams with coupled concrete slab The static model was created in Scia Engineer 18.1. and reports were processed manually, according to EC. The effects of wind, snow, acceleration and braking forces have been neglected.
APA, Harvard, Vancouver, ISO, and other styles
7

Mašek, Petr. "Statické řešení železobetonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371947.

Full text
Abstract:
This diploma thesis deals with study of feasibility of waterpark monolithic reinforced concrete structure with roof terrace. This structure has one underground floor, which has water park utility function and two above ground floors. On the roof is terrace with grass, mobile bar and with space to relax. Subject of this diploma thesis is the main loadbearing frame, which has span 32 m. The structure is assessed according to limit states of valid norms and also takes into account construction stages and time dependent analysis. The structure is calculated on beam and slab-plate structural models. Structural analysis and general drawings are done.
APA, Harvard, Vancouver, ISO, and other styles
8

Velecká, Renata. "Statické řešení založení novostavby horského hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226922.

Full text
Abstract:
Master's thesis deals with design and static solution of foundation slab of mountain hotel. Two calculation versions are made – simplified („inverse ceiling“) and calculation using software RF-SOILIN. This thesis also includes a comparison of both results. Reinforcement is designed for more accurate internal forces and the assessment of structure is performed according to the 1st limit state of capacity.
APA, Harvard, Vancouver, ISO, and other styles
9

Kuba, Michal. "Návrh silničního ocelobetonového komorového mostu na obchvatu Bludova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372194.

Full text
Abstract:
The aim of this work is design and assessment of the box-girder road bridge on by-road of Bludov. Bridge is designed as composite steel concrete bridge with 5 spans with distances between supports of 31,25 m; 40,0 m; 60,0 m; 60,0 m and 40,35 m. Main bearing structure is designed as open steel box-girder with reinforced concrete deck. Box girder is braced with longitudinal and transversal bracings. Main structure is separated for each traffic direction. The bridge crosses river Morava and railway in 2nd and 3rd span, respectively. The category of road I/44 is S 21,5/100. The height of steel box girder is designed as 2,5 m. Bridge will be built by incremental launching method, with in-situ casted concrete deck afterwards. The bridge is designed according to current standards. Supporting elements are designed from steel of class S 355 and concrete of class C35/45.
APA, Harvard, Vancouver, ISO, and other styles
10

Stehno, Pavel. "Statické řešení novostavby administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226958.

Full text
Abstract:
In this master’s thesis I study statical solution of new office building. The load – bearing elements are appraised according to ultimate limit state. Structural analysis contains of dimensioning ceiling plate with ribs, the most stressed support column and footing. There will be applied computer simulation to finding out values of internal forces. The solution is checked by simple method of replacement frames. The main purpose of this thesis consists of elaboration structural analysis, drawing up the technical report and creation design documents of load – bearing elements.
APA, Harvard, Vancouver, ISO, and other styles
11

Nečasová, Pavla. "Most na místní komunikaci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240450.

Full text
Abstract:
Graduation thesis deal with the design and assessment of the load-bearing structure of the bridge with four fields. The bridge carries local road Žernov-Přerov over the motorway D1. Thesis include design of three alternative solutions. For detailed treatment was chosen variant of single point supported deskbeam. Graduation thesis include static calculation, general and detailed drawings and visualization.
APA, Harvard, Vancouver, ISO, and other styles
12

Ilčík, Jakub. "Zavěšená lávka přes vodní tok." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409792.

Full text
Abstract:
The aim of this masters thesis is a design of a suspended pedestrian bridge over a watercourse. There are two variants designed, one of which is selected for static analysis. The chosen variant is a suspended pedestrian bridge with an inclined „A“ shaped pylon situated on one bank and deck made of prefabricated segments. The cross-section is designet to allow the transfer of both pedestrian and bycicle traffic. Thesis contains structural design of construction modeled in SCIA Engineer and checked in IDEA Statica. Design and assessment are acordign to the current European standarts.
APA, Harvard, Vancouver, ISO, and other styles
13

Staněk, Tomáš. "Osobní výtah." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2008. http://www.nusl.cz/ntk/nusl-227995.

Full text
Abstract:
This diploma thesis is focused on modernization of traction passenger lift TOV 250. The first part diserts on todays technical conditions of lift. The second part is concerned with way of modernization of lift and the last third part is focused on basic static calculation of construction traction passenger lift.
APA, Harvard, Vancouver, ISO, and other styles
14

Kukla, Radim. "Statické řešení dostavby nemocnice v Písku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265241.

Full text
Abstract:
In this diploma thesis „Static solution of hospital completion in Pisek“ I study statical solution of one new building of hospital. Statical solution includes the design and dimensioning of reinforced concrete floor structures and peripheral beams. The floor structure consists of point supported reinforced concrete slab. The floor slab is supported by columns and walls. The aim of the project is to desing and evaluate the ultimate limit state of reinforced concrete slab and beams. Also was created 3D computational model to analysis the construction, model was created in software Scia Engineer. To verify the resulting values of internal forces was used to the method of replacement frames. The thesis includes an analysis of internal forces in the structure, while based on different types of soil. Individual values are compared. Finally was made drawings of solved part of the building.
APA, Harvard, Vancouver, ISO, and other styles
15

Kučerová, Miroslava. "Most přes potok a místní komunikaci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265331.

Full text
Abstract:
The aim of the diploma thesis is the proposal of a bridge structure in the direction of Frýdek-Místek - Mosty u Jablunkova. A bridge is used to overcome the local road and Malý javorový stream. From three alternatives is selected a post-tensioned two-beam concrete struction and assessed according to the limit states. It is developed clear and detail drawings and visualization of the bridge.
APA, Harvard, Vancouver, ISO, and other styles
16

Pospíšil, Jan. "Návrh založení polyfunkčního domu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227471.

Full text
Abstract:
The objective of thesis is to design and evaluate suitable foundation pit and in the establishment of multi-functional building on the street Smetanova 19 in Brno. The part of this thesis is also to describe the technological process of implementing the designed constructions and the preparation of relevant design documentation.
APA, Harvard, Vancouver, ISO, and other styles
17

Herka, Martin. "Návrh, posouzení a optimalizace obloukové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226929.

Full text
Abstract:
Diploma thesis deals with a design of concrete arch structure. There was made a preliminary design of concrete structure of a buried arch bridge. Subsequently was the shape of arch structure optimized to oblige the requirements of real buried arch bridge structure. There is included static calculation of the ecoduct construction. It is developed detailed drawings
APA, Harvard, Vancouver, ISO, and other styles
18

Málek, Jaroslav. "Zatěžovací zkouška a statické posouzení stropní ŽB konstrukce 1.poloviny 20.století." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225646.

Full text
Abstract:
This master thesis deals with static load test and static assessment of selected segments of reinforced concrete ceiling construction of the Hennebique system at the Faculty of Arts at Masaryk University in Brno. This thesis contains: the execution of the static load test, the data evaluation of the static load test and the data evaluation of the complementary laboratory testing, geometric orientation of bearing elements, the checking of the ceiling placement in the peripheral position, and the diagnosis of the reinforcing of the construction. This thesis also includes the static assessment according to various standard norm rules and the numerical analysis in ATENA software program.
APA, Harvard, Vancouver, ISO, and other styles
19

Caha, Ondřej. "Rám kabiny výtahu." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2008. http://www.nusl.cz/ntk/nusl-227989.

Full text
Abstract:
This master thesis deal with design of elevator cabin frame. Working load of frame is 630 kg (8 people). Speed of elevator is 1m/s. This work also contains final element analysis of frame. Frame structure is analyzed by software I-DEAS.
APA, Harvard, Vancouver, ISO, and other styles
20

Suchánek, Petr. "Konstrukce přemostění ve městě Příbor." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225698.

Full text
Abstract:
This diploma thesis is focused on design and assessement of the road bridge in Příbor city, where road I/58 crosses road I/48. There are 3 possible of solution of designed structure which are slab construction, beam construction and prefabricated structure. Each solution includes the design and assessment of individual structures, including drawings and economic evaluation. In conclusion, the three solutions have been evaluated against all of the given criteria.
APA, Harvard, Vancouver, ISO, and other styles
21

Folvarčná, Ingrid. "Experimentální a numerická analýza zesílení ŽB prvku na smykové účinky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240247.

Full text
Abstract:
Design and manufacture of test elements for experimental laboratory testing of shear damage. Testing of selected mechanical characteristics of test elements. Experimental analysis of test elements in the lab, creating a mathematical model in ATENA software, static analysis. Evaluation of experimental analysis and comparison with the values of static analysis. Final overall evaluation.
APA, Harvard, Vancouver, ISO, and other styles
22

Jetmar, Ondřej. "Nadjezd nad dálnicí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226931.

Full text
Abstract:
The thesis deals with the design of a bridge structures panning the highway. While designing the structure, it was vital to consider and implement the needs for both the aesthetic and economical desires and requirements. Of the two design solutions in the thesis, the one of the three-spaninteg rated spandrel beam is chosen. The main goal is a thorough design of the a forementioned load bearing structure.
APA, Harvard, Vancouver, ISO, and other styles
23

Kirschbaum, Adam. "Hodnocení konstrukcí průmyslových objektů podle ČSN ISO 13822." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240048.

Full text
Abstract:
This diploma thesis deals with the evaluation of the constructions of the industrial buildings according to the ČSN ISO 13822 Standard. In the first, theoretical part, the procedures of research and evaluation of existing reinforced concrete constructions based on the ČSN ISO 13822 and ČSN 73 0038 Standards are described. Further, the theoretical part is focused on the diagnostic methods used during the evaluation of these constructions. The practical part focuses on the evaluation of the three industrial reinforced concrete buildings. It includes information about the building, the description of defects, diagnostics and the appraisal of measuring. The last part deals with a static calculation of selected parts of the supporting construction.
APA, Harvard, Vancouver, ISO, and other styles
24

Boďa, Lukáš. "Klec výtahu." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2009. http://www.nusl.cz/ntk/nusl-228819.

Full text
APA, Harvard, Vancouver, ISO, and other styles
25

Strouhalová, Petra. "Mostní konstrukce přes rozšířené koryto řeky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240098.

Full text
Abstract:
This final thesis deals with new design of post-tensioned concrete bridge across river Vsetínská Bečva in the area Ústí u Vsetína. The existing bridge with three spans found in therms of inundation, that´s why is replaced by new four spans bridge construction. The bridge is situated on highway I/57 and used to transfer across the river. The superstructure is designed in three alternatives. Detailed assessment is only for one chosen variant a post-tensioned two-beam concrete.
APA, Harvard, Vancouver, ISO, and other styles
26

Buchta, Vojtěch. "Ocelový skelet průmyslového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371858.

Full text
Abstract:
The diploma thesis deal with design of a technological building in Ostrava serving for the sorting of slag to enagle its sequential use. Geometry of the structure was customized to technological requests. Static system was considered in two versions – joint connections with vertical bracing and omni-directional frame. For detail processing was chosen the joint one, besause it showed up as more advantageous. Static calculation was performed by Scia Engineer 14 software, then some typical connections and drawings were manually designed.
APA, Harvard, Vancouver, ISO, and other styles
27

Kaczová, Silvia. "Zastřešení sportovního víceúčelového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372012.

Full text
Abstract:
The subject of my diploma thesis is to design and assess a multipurpose sports hall in the area of Brno-Bystrc. The shape of the hall is rectangular with dimensions 45 m × 48 m. The roof is designed from an arched truss. The height of the construction is 18 m. Part of the thesis is a technical report which contains details of construction, list of used materials, production and maintenance method. The work also includes the static calculation of supporting elements and joints and the graphical documentation. The valid CSN EN technical standards were used for the design and assessment.
APA, Harvard, Vancouver, ISO, and other styles
28

Menšík, Martin. "Most přes řeku Jihlava." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265268.

Full text
Abstract:
The master's thesis object is to design a road bridge over the Jihlava river. Three studies are proposed from which pre-stressed two-beam structure with three spans variant is chosen. A detailed structural analysis elaborated and the bridge is analysed according to ultimate limit state and serviceability limit state. Drawing documentation and visualisation were made. The structure design is based on the European standarts.
APA, Harvard, Vancouver, ISO, and other styles
29

Smolka, Libor. "Most přes silnici I/48." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226427.

Full text
Abstract:
The thesis focuses on the solution of the bridge construction made of prestressed concrete. The bridge is situated on the road II/485 and it is headed over the road I/48. Cathegory of the road communication is S 7,5. The construction is continuous and consists of five arrays. The lenght of the bridge construction is 125,1 m. The burden to the construction is according to ČSN EN 1991-2 standard. Inner forces are solved by using computational model. This model works on the FEM calculation axiom. The size is according to ČSN EN 1992-1-1 and ČSN EN 1992-2 standards.
APA, Harvard, Vancouver, ISO, and other styles
30

Koudelková, Ivana. "Zajistění stavební jámy na ul. Provazníkova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265416.

Full text
Abstract:
This diploma thesis describes the design and static assessment carried shoring excavation pit for the construction of a multifunctional building in Brno Husovice. Introductory part summarizes the basic input information on the area of interest, including outputs of engineering-geological survey and gives an overview of the options pits. The main part describes the design and assessment of selected variant of shoring, the subsequent evaluation of the results and the technological progress of construction. The proposed design is complemented by structural calculations and construction plans.
APA, Harvard, Vancouver, ISO, and other styles
31

Findura, David. "Návrh železničního rámového mostu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371879.

Full text
Abstract:
This thesis deals with a design of a two-track railway frame bridge over a valley. Out of three proposed variants was chosen the variant number 1 - prestressed frame construction with variable beam section. According to actual EN standards the construction was designed and assessed to the serviceability limit state and the ultimate limit state.
APA, Harvard, Vancouver, ISO, and other styles
32

Valentová, Monika. "Ocelová konstrukce víceúčelové sportovní haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227247.

Full text
Abstract:
The subject of this dissertation is to design the steel structure of the multipurpose sport hall in Pardubice. The platform dimensions are 50,0 m x 60,0 m. Headroom of the structure is +12,347 m and the total height is +15,026 m. The main frame is created by column on one side and by the spatial truss arc beam.This main frame was chosen duet the evaluation of preliminary design of two variants. The static calculation of main load-bearing elements including joints and specific details was made for the selected option. The technical report and drawings specified by the supervisor. For design of the structure were used valid standards ČSN EN.
APA, Harvard, Vancouver, ISO, and other styles
33

Jedlička, Martin. "Most na silnici I/11." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239992.

Full text
Abstract:
Aim of this thesis is to design a concrete road bridge over a Neborůvka stream and surrounding valley. This bridge is a part of I/11 road. Three preliminary designs with focus on girder bridge solution were made. As a most suitable variant was chosen two gilder beams variant. For this variant was made a static calculation concerning TDA. This design was made according EC. As a construction method was chosen classic construction with falsework. Design was made in Midas Civil and Dlubal RFEM calculation software. As a next step a drawing documentation was made as well as construction time plan and bridge visualization.
APA, Harvard, Vancouver, ISO, and other styles
34

Kubíček, Ondřej. "Most na silnici II/379." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371987.

Full text
Abstract:
The master´s thesis deals with a new road bridge on the road II/379. There are three possible variants in preliminary design but only the option of connected girder slab beam of four fields was selected. This variant was assessed by static calculation in accordance with European standards. Other important parts of this thesis are also drawings, construction progress, visualisation and technical report.
APA, Harvard, Vancouver, ISO, and other styles
35

Cetkovský, Jan. "Statický návrh nosných konstrukcí bytového domu v Praze." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265290.

Full text
Abstract:
The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation of these calculated elements.
APA, Harvard, Vancouver, ISO, and other styles
36

Frimlová, Eva. "Stavební průzkum a diagnostika konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2021. http://www.nusl.cz/ntk/nusl-433453.

Full text
Abstract:
This thesis deals with the construction survey and diagnostics of the New synagogue in Velké Meziříčí. The aim of the work is to perform an inspection, construction survey of the building and evaluation of its current condition using classical survey and diagnostic methods. The work is processed as the final report from the construction and technical survey of the building. It contains its course and results. The main part of the survey is brick masonry, its failures and structural assesment. The thesis includes also survey of foundation structures, the history and description of the building.
APA, Harvard, Vancouver, ISO, and other styles
37

Haluška, Ľuboš. "Spojitý komorový nosník přes údolí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409964.

Full text
Abstract:
The aim of this Diploma thesis is focused on a design of the road bridge between Brodzany and Partizanske municipality, spaned the Valley. The design is processed in three preliminary designs. Selected variant is a continuos girder box with inclined walls, post-tensioned by bonded cables. Structural analysis includes the influences of construction by TDA method. The sctructure is assessed for temporary and permanent states. Design and check were carried out according to EC.
APA, Harvard, Vancouver, ISO, and other styles
38

Michniak, Radomír. "Možnosti využití rozptýlené výztuže pro konstrukční betony." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226092.

Full text
Abstract:
The master's thesis is focused on polypropylene fibres, their properties, availability, pitfalls associated with the use in practice. In the experimental part are the results of testing specimens with dispersed reinforcement fibers in varying proportions and their comparison.
APA, Harvard, Vancouver, ISO, and other styles
39

Gargulák, Martin. "Obchodní galerie." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265259.

Full text
Abstract:
The objective of the diploma thesis is a design and a check of load-carrying steel structure of a shopping gallery. The project is designed in two options. The building is located in Vsetin. The total ground plan‘s dimensions are 51x54 metres. The height of the building in the highest point is 17 metres.The whole building is divided into two parts - entrance hall and free-storey building. For selected option the calculation of joints and column anchorage is performed as well as the design documentation.
APA, Harvard, Vancouver, ISO, and other styles
40

Janda, Miloslav. "Zesilování stavebních konstrukcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225470.

Full text
Abstract:
The subject of the diplom thesis is strengthening of building structures. The thesis is focused on strengthening of reinforced concrete compression of rod structures with concrete cover. The thesis consists of three parts. The first one is theoretical treatise on strengthening not only concrete compression of rod structures. The second part describes creating computer program of calculating concrete rod element rectangular overview which is made stronger with concrete cover using method of limit transformation. The third part consists of the static calculation strengthening of the concrete column rectangular overview with using concrete strengthening cover.
APA, Harvard, Vancouver, ISO, and other styles
41

Čech, Ondřej. "Vstupní část obchodního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265314.

Full text
Abstract:
Diploma thesis describes the design and assessment of roof structure that covers entrance of the shopping center. Structure has an irregular floor plan and roof height is 16.5 m. The material of the structure is steel S355. The construction is located in Hradec Kralove. Two options were processed that were designed and evaluated according to applicable standards. The work also includes the design of anchoring and selected joints.
APA, Harvard, Vancouver, ISO, and other styles
42

Prokešová, Pavlína. "Nosná ocelová konstrukce víceúčelového halového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391975.

Full text
Abstract:
The aim of diploma thesis is to design and assess a multipurpose hall building in the area of Brno. The shape of the hall is rectagular with dimensions 30,0 x 84,0 m. Roofing stucture is disegned and assessed in three versiions. Variant A is designed as a sadle - type truss from the CSH profile. Variant B is designed as a square - type truss from the CHS prosile. Variant C is designed as a arched truss from the CSH profile. These versions are compared by weight, manufacturing complexity and appearance. Preferable version is processed in detail. The work also includes a static calculation of the supporting elements, joints and drawing documentation..
APA, Harvard, Vancouver, ISO, and other styles
43

Krompolc, František. "Ocelové konstrukce objektů kotelny a strojovny." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226645.

Full text
Abstract:
A steel construction, divided into two parts, was designed for the building object of a production block of a bio power plant. The two parts separate the boiler room and the engine room. Due to the specific load caused by the operation equipment, also several plateaus, consoles, footbridges and technological constructions were designed. A system of principal pillars HEB, transversely frame-connected with plane solid girders IPE, forms the hall construction. Pillars in rows 1 and 4 are rigidly jointed to foundations. A bearing structure of the roof deck is imposed on the girders. It is composed of a system of purlins – rolled profiles type UPE. The rigidity of the roof is secured by horizontal bracing between the purlins. The construction of the boiler room is attached to the construction of the engine room, which is formed of frame-connected principal pillars HEB in rows 4,7 and 8. The roof truss IPE is designed for 12 900 mm span between rows 4 and 7 and for 4 800 mm between rows 7 and 8. The spatial rigidity of the structure is not only secured by the rigid connection of pillars and foundation combined with the frame-connected roof rungs. It is mainly maintained thanks to the system of vertical wall bracings interacting with the horizontal bracing of the roof. Between the pillar rows B, C, D, E, F and G and 8 to 9 a construction of a substation is attached. In the engine room is situated technological structure. The construction is formed by supporting frames consisting of pillars type HEA, rungs type IPE and HEA and vertical bracing of rolled profiles. Pillars type HEA are connected to foundation using articulated connection. The rigidity of the structure is secured both ways by vertical bracing and by the connection of the plateau beams with the hall girders.
APA, Harvard, Vancouver, ISO, and other styles
44

Leitner, Ivan. "Nosné prvky železobetonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372245.

Full text
Abstract:
The diploma thesis is focused on the design and assessment of the reinforced concrete structure of the administrative building in terms of the ultimate limit state and serviceability limit state. A 3D model of construction in Scia Engineer 17 was created for calculation of internal forces. The thesis contains static calculation and technical drawings of ceiling slab above first floor, staircase and a column. All structures are designed according to EN 1992-1-1.
APA, Harvard, Vancouver, ISO, and other styles
45

Sekanina, Josef. "Most přes potok Živný." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225908.

Full text
Abstract:
This thesis occupies with the design of the road bridge over the stream Živný, a railway lane and a projected road between Běleč village and Husinec village. There are designed three variants of bridges. The variant no. 1 – continuous box girded beam – was chosen for the detailed analysis. The pre-stressed concrete road bridge is designed and evaluated according to European standards – Euro codes. The sequential construction influence and its impact on the construction is also considered in the calculations. The drawing documentation and the visualization of the bridge are made.
APA, Harvard, Vancouver, ISO, and other styles
46

Novák, Michal. "Zajištění stavební jámy a založení objektu CARLA Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226784.

Full text
Abstract:
The topic of the master’s thesis is the statically compliant and economical design of the ensuring of foundation pit for building Carla Brno. The calculation part will be solved through program GEO5. The part of this thesis is also to describe the technological process of implementing elements and the relevant project documentation.
APA, Harvard, Vancouver, ISO, and other styles
47

Růžičková, Markéta. "Ocelová konstrukce hangáru." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226908.

Full text
Abstract:
The purpose of this dissertation is to take into consideration the design and the steel structure assessment of the hangar for small propeller aircraft type Cessna. The platform dimensions are 40,0 by 60,0 metres. Headroom is around 10,0 metres. The object’s location is in Brno. The main structural material is steel S355J2. There are two initial geometric alternatives, in other words structural modifications of desired solution. These are spatial truss arc tie beam and garland tie beam. The two alternatives were tentatively designed according to their dimensions and the main supporting elements of both alternatives were also assessed and considered. The alternatives were finally evaluated and one option was selected for detailed processing. In turn of the chosen option, there had been drawing of detailed analysis of the main load bearing parts of the construction with joints and some other details included. Furthermore there is drawing documentation and supervisor’s technical report attached. The valid standards CSN EN were used in processing of this dissertation.
APA, Harvard, Vancouver, ISO, and other styles
48

Balas, Jan. "Komplexní diagnostika železobetonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226091.

Full text
Abstract:
This thesis deals with the diagnostics reinforced concrete girder bridge near the village Bílčice. The aim is to inspect the bridge, to describe disorders and their causes, propose and evaluate diagnostic methods to obtain the necessary data for determining the load capacity bridge.
APA, Harvard, Vancouver, ISO, and other styles
49

Tlamka, Tomáš. "Most na rampě přes dálnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265325.

Full text
Abstract:
The proposal is for new construction of a road bridge over the highway.Three options of solutions were proposed but only the option of connected girder slab beam of six fields was selected. This variant was assessed by static calculation. Static calculation is processed in accordance with European standards. Another important part of this thesis is also drawings, visualization, technical report and construction procedure.
APA, Harvard, Vancouver, ISO, and other styles
50

Klein, Vojtěch. "Komorový most přes rychlostní komunikaci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265470.

Full text
Abstract:
The aim of this thesis is to design a bridge over an expressway and a railway. There have been designed three alternatives. For detailed solving was chosen variant transferring directionally divided communication by two identical bridges, formed by a cell box girder. The thesis includes drawings, representation of the construction process, visualisations and a structural analysis. Designing and checks were carried out according to European standarts.
APA, Harvard, Vancouver, ISO, and other styles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography