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Dissertations / Theses on the topic 'Columned skeleton'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 February 2022

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1

Michálek, Tomáš. "Bytový dům s polyfunkcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372100.

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This thesis addresses the six-storey newly built residential building with shops and underground garages. The apartment building has 80 residential units, four shops, a hairdresser and offices. The apartment house is designed as a combined column concrete skeleton with brick infill. In the underground garage there are 88 seats in the collator parking system. The building consists of a compact shape.

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2

Lyčka, Lukáš. "Železobetonová prefabrikovaná nosná konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227575.

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The aim of this thesis is to design main parts of the construction for concrete sports hall made from prefabricated elements. Designed elements are T-shaped prestressed roof truss, columns, slabs and continuous girders. This thesis contains engineering report, calculations and drawings of the designed parts.

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3

Gopalan, Sowmya. "Estimating Columnar Grain Size in Steel-Weld Images using Image Processing Techniques." The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1250621610.

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4

Dvořák, Tomáš. "Železobetonový skelet." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225498.

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The master’s thesis is focused on a design of reinforced concrete prefabricated skeleton of the sports hall. Object of the design is internal traverse frame of the hall which consists of reinforced concrete prestressed truss, columns and concrete pile construction of foundation. Thesis includes working-out of static calculation, elaboration drawings of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analyzed.

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5

Luža, Radim. "Železobetonová monolitická vícepatrová skeletová konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409799.

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The subject of this diploma thesis is a static solution of selected load-bearing structures of a polyfunctional building. The structures are designed according with ČSN EN 1992-1-1: Design of concrete structures - Part 1-1: General rules and rules for building construction

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6

Michna, Martin. "Hotel v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265230.

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In this thesis are solved the newly built 'hotel in Brno ". The building is freestanding. It has five storeys. The structural system is reinforced concrete skeleton. Columns in combination with masonry infill Porotherm. The building is based on the footings. The building has two height levels. The first is covered with a flat roof vegetation and the second single-roof bitumen sheets. The building is insulated contact system. On the first floor is a reception, restaurant with kitchen, fitness center and facilities for the hotel staff. The second floor of the portion used for guest accommodation

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Hečková, Beata. "Návrh a posouzení ŽB skeletu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227787.

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This diploma thesis deal with of the design of selected parts of a monolithic reinforced concrete building. Static solution includes an assessment of slab in local supports, calculation of columns, beam, stair and footing. The building will be used as an multifunctional building. In this thesis was developed a static calculation, reinforcement drawings and shape drawings.

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8

Zdražilová, Pavlína. "Vícepatrová skeletová konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372046.

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This diploma thesis deals with design and assessment of selected parts of the reinforced concrete frame of multi-storey administrative building according to the ultimate and serviceability limit state. The aim of this thesis was to design and assess the reinforced concrete structure of a slab above the first floor, one column, a foundation pad and a staircase. In addition to the static calculation, drawing documentation is included. Internal forces were obtained from the 3D model created in computational software Scia Engineer 16.1.

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9

Jarmara, Pavel. "Montovaná konstrukce haly ve Vysokém Mýtě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265607.

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The diploma thesis is focused on design and assessment of mounted storage hall. I have designed prestressed truss, reinforced truss, beam, column and foundation pad. I have made calculations for consideration of ultimated limit state as well. I have made analysis of internal forces for beams just with manual calculations. Analyses of internal forces for column and foundation pad were found with Scia Engeneer. All calculations are following the Eurocode 2. All designed elements have formwork drawing and reinforcement drawing.

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10

Břeňová, Marie. "Montovaná skeletová konstrukce nákupního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239962.

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The diploma thesis is focused on the design and review of selected load-bearing elements of the precast hall. Girder is dimensioned in two variants: reinforced and prestressed concrete. Design and assessment of prestressed girder was carried out using the simplified method and the IDEA statica. Column and footing was also dimensioned. All calculations are done in accordance with Eurocode 2.

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11

Přikryl, Martin. "Železobetonový skelet administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240339.

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The final thesis is focused on the design of monolithic reinforced concrete ceiling slab and supporting vertical structures of typical floor of an administrative building. Calculation of internal forces is carried out in a computer software SCIA Engineer. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).

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12

Pražan, Jiří. "Statické posouzení stávajícího železobetonového skeletu výrobního objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391901.

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The diploma thesis deals with the structural assessment of the existing reinforced concrete frame structure of the production building. The structure under consideration is carried out as a reinforced concrete monolithic frame structure with a discrepancy of 6,15 x 6,15 m (axis). The object has a rectangular plan of 13 x 9 fields. The total dimension is 56 x 81m and is divided into three dilation units on all floors by two inserted 3,65 m wide fields. The building has three above-ground floors and one underground floor. The construction height of the basement is 3,675 m, above ground level 4,0

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13

Fernandes, Rui Manuel Pinhão. "Perturbações músculo-esqueléticas na região lombar da coluna-estudo comparativo entre nadadores de lazer e nadadores de competição." Master's thesis, Instituições portuguesas -- UTL-Universidade Técnica de Lisboa -- -Faculdade de Motricidade Humana, 1999. http://dited.bn.pt:80/29194.

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14

Eliášová, Kristýna. "Železobetonová nosná konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227461.

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My diploma thesis presents structural design of an apartment block in Praha Smíchov. It is a reinforced concrete column structure with six floors. Plane dimensions of the building are 19x36 m. The project includes design of main structural system elements - columns, ceiling plate, foundation and staircase structure.

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15

Bush, Helen Margaret. "The recognition of physiological stress in human skeletal material : a critique of method and theory with a specific reference to the vertebral column." Thesis, University of Sheffield, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319914.

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16

Naiser, Jaromír. "Sportovní hala se zázemím a restaurací, Valašské Klobouky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226415.

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This thesis covers brand new detached sports hall with facilities and restaurants in Walnut Klobouky. Sports hall has a floor partly sunk below the surface, contains grandstand for 340 spectators. The second part, ie background sports hall is in the basement, the ground floor is a restaurant kitchen. The building is designed in plan shape of two rectangles. The roof is gabled and desk. Cladding the halls are ventilated, part of the facilities and restaurants are contact-insulated. Staff restaurant facilities are located in the floor, engine room ventilation are 3, in the hall, first undergroun

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17

Benda, Lukáš. "Úprava a změna průmyslové haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227529.

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The master’s thesis is focused on a design of reinforced concrete refabricated skeleton of the industrial hall. Object of the design are two internal traverse frames of the hall which consists of reinforced concrete truss, columns, girder and concrete flat foundation. Thesis includes working-out of static calculation, elaboration drawings of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analyzed.

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18

Lenčéš, Mário. "Hotel AMD, Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226933.

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Thesis deal with the new building of hotel in Brno circuit areal in Ostrovačice. The structure has six floors. The first floor is 45 meters long and 22 meters wide. The upper floors size is 34,5 x 16,8m. The last sixth floor is offset from the building frontage. In this master´s thesis the main supporting elements of first floor was designed, including columns, girder and slab. Structure has mainly traverse wall construction system transferred into column frame in first floor. The slabs are designed as a reinforced concrete slabs.

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19

Osyková, Martina. "Skladovací hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240203.

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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 c

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20

Šimon, Jan. "Montovaná konstrukce ze železobetonu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226732.

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The master thesis is about a design of supporting structure of prefabricated skeleton hall. The major part of a design are an internal trasverse and longitudinal frames, which contents roof reinforce concrete truss, columns, beam and ceiling joists. All the load acting to the bearing structure is transferred to the prefabricate footing made of reinforce concrete. Other parts of the bulding are not solved in this thesis. The content of the thesis consists of an assembly drawing of parts of the skeleton and the static calculation according to the actual international standards. The output of eac

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21

Tošenovjan, Marek. "Statické řešení monolitické železobetonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265481.

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The diploma thesis describes structural design of selected elements of monolitic reinforced concrete seven-storey building. Structure is designed as a combined reinforced concrete frame with shear walls and core. The main point of structural analysis is design of locally supported RC slab above the 2ND basement floor, column on the 2ND basement floor, piles and analysis of foundation of building and its influence of support stiffness on connected load-bearing structures.

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22

Žák, Karel. "Autosalon v Jihlavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240441.

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This diploma thesis addresses the project documentation of a autosalon. This building is situated in the region Vysočina, the city Jihlava. Autosalon is projected for a car dealerdealership and a comon administration. Building has two floors. Structure is column beam system. Building is covered with flat roof.

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23

Dvořáková, Zuzana. "Obchodní dům "Centrum" v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227137.

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The subject of the thesis is an architectural study of the reconstruction and extension of the "Centrum" department store in Brno. It is a dominant building designed by the famous czech architect Vladimir Karfík, which is located at the Urban Conservation Area Brno. Object wasn´t realized with the full extent of the original proposal, so in the project is planned a completion of it. The new solution respects the historical quality of Urban Conservation Area Brno with a concurrent view of the location on the lucrative land in the city center. The architectural concept is based on a return to th

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24

Růžička, Martin. "Návrh konstrukce zkušebního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265276.

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The master´s thesis concerns with the design of the construction of the testing centre. The hall is divided in two parts, in one of those parts the office rooms are located. The precast concrete frame of the hall is composed by foundation pads, columns, secondary beams and crane beams, precast slabs, and prestressed girders. The thesis contains report, structural design, drawings of floor plans and sections, drawings of formwork and reinforcement, visualization and steps of construction.

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25

Janoušek, Martin. "Vícepodlažní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227818.

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This master's thesis deals with design of the timber structure four-storey building. Plan dimensions of the hall are 20 x 30 m. The structure is designed for the Třebíč. The structure is designed as a heavy timber frame. The axial distance of arches is 5 m. The timber structure is placed between the reinforced concrete towers.

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26

Prokop, Radek. "Polyfunkční objekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392071.

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My diploma thesis deals with project a multifunctional building. My project corresponds to the scope of documentation for the execution of construction. Building hat five floor and construction roof is green roof, single-layer flat roof. Construction systém is cast-in-place concrete frame. In basement is technical facilities and parking place. In ground floor is shop place and parking floor. In first floor is office place. In third and fourth floor are flats. Building foundations are bored cast in place pile – method CFA.

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27

Vykopal, Jan. "Bytový dům v Prostějově." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410112.

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This thesis summarizes a project of new residential building in Prostejov. The goal of the thesis was to create documentation for the project´s design and implementation. The building consists of four floors above the ground, two underground floors and a flat roof. The building is rectangular shaped with a rebound of 4th floor above the ground. The structural system of the building is monolitic reinforced concrete system, with combined system in 4th floor. The thesis includes the preparatory and study reports, architectural and construction solutions, fire-safety of building and equipment solu

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28

Polák, Marek. "Vícepodlažní montovaná konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240312.

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The final thesis is focused on reworking hospital pavilion from cast-in-place structure to precast concrete frame. Calculation of internal forces is made by software system SCIA Engineer. Main load-bearing elements are inner beam, outside beam and all columns in axis 2-C. This thesis contains assembly report, structural design, calculations and drawings of the designed parts, joint details, assembly material drawing and hand calculation.

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29

Škoda, Martin. "Montovaná konstrukce výrobního komplexu s administrativou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265542.

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This Final thesis deals with the desig of main supporting structure of the precast concrete frame. Calculation of internal forces is made by sofrware system Dlubal RFEM. For the assessment were selected two most loaded beams with corresponding columns and calyx on the pilot. This thesis contains structural design, mounting report, sectional calsulations of selected elements, mounting details, workshop documentation of selected elements.

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30

Rada, Stanislav. "Wellness centrum Jinačovice, stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226976.

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The subject of this thesis is also dealt with construction of the second phase of the congress and wellness centre in Jinačovice. The work includes technical report, time and financial plan, project site equipment, technical regulations, inspection and test plans, implementation of technology water impermeable concrete

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31

Pulgretová, Kateřina. "Sportovně-relaxační centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227480.

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The aim of the project is a new building of a sport and wellness center in the cadastral area Brno-Židenice, South Moravian Region. Sport and wellness center is designed as a detached building with two floors and basement with a flat single skin vegetation roof. In the 1st floor there is a reception, cafe, children's play area, central changing rooms and a technical facilities. In the 2nd floor is a fitness center, solarium, massage rooms and sports nutrition and diagnostics. In the basement is a wellness center, facilities for employees and lasergame arena. The main structural system of the b

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32

Schmeidler, Radek. "Železobetonová montovaná hala pro skladování." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240092.

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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.

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33

Egermaier, Václav. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265332.

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This thesis summarizes my work on a new apartment building in Slovany, neighbourhood in Pilsen. My primary responsibility was to develop documentation for the project´s design and implementation. The building consists of four floors above ground, an underground floor and a flat roof. The building´s L-shaped plan, rebound 4th floor above ground and balconies lighten the mass of the building. The structural system of the building combined reinforced concrete system of the underground floor, column system of the 1st up to the 3rd floor above ground and wall system of the 4th floor above ground. T

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34

Okrouhlý, Petr. "Futurama business park - objekt C, stavebně technologická příprava." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225380.

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The subject of the thesis is the solution of technological preparation of new building construction Futurama Business Park - the object C. In this thesis, is solved by the implementation of earthwork, foundation structures and reinforced concrete monolithic skeleton. Establishment of the building will be made on the concrete foundation slab. The building is designed as a reinforced concrete frame with perimeter steel columns and glass façade. The work also includes a timetable and financial plan (budget) building, technological regulations, technical report of building equipment, mechanical de

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35

Schrámek, Martin. "Příprava realizace montované haly s administrativou v Praci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392115.

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The subject of the diploma thesis is a preparation of a prefabricated hall with administration in Prace. The production hall will be used to produce glass fiber reinforced concrete. Next part and extension is an administrative part. The text part of the thesis contains a technical report on the building technological project, time and financial plan of the building - object, coordinating situation of the building with broader relations of the transport routes, study of the realization of the main technological stages of the building object, item budget of the main building object, time schedul

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Trojáková, Michaela. "Penzion Pamferova Huť." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372261.

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This diploma thesis describes the design and processing of project documentation pension. The proposed facility is located in the village of Železná Ruda- Pamferova Hut. The site is widely used by tourists in winter and summer. This is partly basement building, which has 2 storeys and an attic. The roof is designed as a gabled dormer with a flat roof. The building is based on the footings of plain concrete and under the reinforced concrete pillars are designed shoe. Supporting, peripheral and partition walls are designed from sand-lime bricks SENDWIX. An exception is peripheral walls of the ba

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Pitre, Mindy Christina. "Developmental anomalies of the vertebral column, ribs, and exoccipitals in the human skeletal remains from two cemeteries in England : St. Augustine the Less, Bristol and the Quaker Burial Ground, Kingston-upon Thames /." 2004.

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