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Dissertations / Theses on the topic 'Multi-storey reinforced concrete building'

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Published: 5 June 2025
Last updated: 1 August 2025

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1

Aldeka, Ayad Basheer. "Seismic response of acceleration-sensitive non-structural components mounted on irregular multi-storey reinforced concrete buildings." Thesis, University of Birmingham, 2015. http://etheses.bham.ac.uk//id/eprint/5858/.

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This research investigates the seismic responses of lightweight acceleration-sensitive non-structural components (NSCs) integrated on irregular multi-storey reinforced concrete (RC) structures designed on different ground types. Dynamic nonlinear finite element analyses of the primary-secondary systems were conducted to provide insight into the seismic response of the NSCs and to evaluate the accuracy of Eurocode 8 (EC8) predictions when the NSCs are attached to the flexible sides along the heights of the primary structures (P-structures). Various sets of natural and artificial earthquake reco
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2

Lejčík, Peter. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226340.

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The administration building is designed as a barrier-free standalone new building in the cadastral area of Púchov – city. The designed building has 8 storeys, from which the 1. Floor consists of pantry area, restaurant, club, printing and sales space with their own entrance, 2. Floor, 3. Floor, 4. Floor, 5. Floor, 6. Floor serves as the office space, 7. Floor as the lift service space. In the 1. Sublevel there are composed lay-by and parking areas in number of 23, substation and technical building back-up. The building is settled in the private parcels 49/37, 49/38, 49/68, it is connected to t
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3

Kozák, Tomáš. "Výrobní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227160.

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The topic of this diploma thesis is design of new production hall in the cadastral area of city Hrusinec. The building is located in an existing industrial area. The building consists of two adjacent structures. The higher of them is single-story production hall and the lower is three-story high office building. In horizontal plane the buildings have rectangular shape. Hall part is designed as a steel structure on foundation blocks. Roof is supported by truss girders. Office building is designed as a monolithic reinforced concrete skeleton also on foundation blocks. The flat roof of the office
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Hardubej, Martin. "Návrh a posouzení prvků vícepodlažního objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226928.

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The aim of the thesis is the design and assessment of selected elements of a new build multi-storey office building. The supporting structure of monolithic reinforced concrete skeleton is modeled SCIA Engineer and burdened set load cases and combinations. The outputs of the internal forces of the calculation program are dimensioned selected elements. Selected elements include locally supported slab, columns, column shoes, basement wall and footing still. The thesis is selected reinforced concrete elements assessed on the ultimate limit state. The output of this work is static calculation of in
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Horňáková, Veronika. "Polyfunkční dům Dělnická." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265580.

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The subject of diploma thesis is processing of the desing documentation for new multifunctional building in the street Dělnická, cadastre unit Komín, Brno - Komin. The building is a 3 floors and one underground floor and is designed as a last building in the street on the nearly flat land. In the building is located non-residential space, dwelling units and studios. Non-residential space comprise seven parking spaces in a public underground garage, two stores barrier-free solution with the facilities and two studios 1 + 1. The residential part has two dwelling units 1 + kk, two dwelling units
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Merenus, Vojtěch. "Polyfunkční dům v Čáslavi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226370.

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The purpose of the diploma thesis is to design a multi-functional bulding, which fill an empty space on the corner of two streets near the historical city centre of Čáslav. This building has mainly a residential function. Basement will be used for parking and as a place for technical room. Commercial use is forseen for the first floor. Other floors will be set by 18 flats. The main goal is to solve a disposition for given purpose, to choose a right type of structure and work up chosen part of project documentation for building permission. Blueprints will be made in a proper CAD program.
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7

Kučera, Tomáš. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227578.

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This diploma thesis focuses on the design of new multifunctional building in Frydek-Mistek. Project and attachments are processed according to the current laws, regulations and standards. Multifunctional House is located on parcels 3364/190 and 3503/1, in the cadastral Místek. The house has four floors and reside in 3 commercial units and in the last two floors 5 residential units. The other two dimensions of the house are 21,15x13,15m. Roofing the house is solved by a flat roof. The building is brick ceramic blocks Porotherm. Ceilings are made up of reinforced concrete panels. The constructio
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8

Jakubcová, Monika. "Víceúčelový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226550.

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This thesis addresses the design of multi-purpose building with six floors. The building is located on gently sloping terrain in central Blansko, the plot number 2840th. The first floor is designed for services and other floors are designated for housing. The building has 8 flats – 1 room + kitchenette and 10 flats – 2 rooms + kitchenette, a total of 18 housing units. The supporting structural system is transverse. The walls of the house are built from blocks POROTHERM. The roof is designed as a flat. Windows and doors are wooden.
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9

Štěpánková, Eva. "Polyfunkční dům v Chrudimi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227648.

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Thesis multifunctional building in Chrudim is processed in the form of project documentation which comprises all the requisites required by current regulations. Designed multifunctional building is placed on the site number 3466 and 2110 in Chrudim. The building has four floors. Constructional system is from clay brick HELUZ, prestressed concrete ceiling panels, flat roof.
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10

Mikyska, Kryštof. "Polyfunkční dům v Chrudimi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227687.

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This thesis describes the design of multifunctional building in Chrudim. It is a three-storey building. The layout of the first floor is for public purposes. The second and third floors serve as the residential part. The building is covered with a flat roof.
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11

Vondrák, Martin. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227300.

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Diploma thesis deals with the complex desing documentation newly-built hotel. The building is situated in the centre of Brno in the cadastral Brno – Trnitá. The hotel is desingned for temporary accommodation and small conferences. It is four-storey building with flat roof and without a basement. Cast-in-place reinforced concrete farme is used for structural system with locally supported slab. It used clay bloks for infill wall. The whole building is insulated external thermal insulation composite system from mineral wool. For visitors to the hotel is parking available in the south part of the
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12

Žajdlík, Tomáš. "Rekonstrukce polyfunkčního domu v Uherském Brodě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392256.

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The subject of this diploma thesis is the elaboration of the revitalization of a multifunctional building in Uherský Brod. The assignment was the elaboration of the project documentation for the issue of the building permit. This building has four floors and one basement. The supporting system of the building is reinforced concrete frame with brickwork. Ceiling structures are from reinforced concrete primary and secondary beams with slabs. Roofs of the building are designed as pitched roof, warm flat roof and double–skinned roof.
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Drtil, Jiří. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409985.

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THE DIPLOMA THESIS IS A PROJECT OF A NEW SPORTS CENTER IN PROSTĚJOV. THE BUILDING IS DETERMINED FOR RECREATION AND SPORT AND IT IS SET IN STRAIGHT PARCEL. IT'S DESIGN IN A TWO-STOREY WITH NO BASEMENT. THE BUILDING IS DESIGNED FROM THE SYSTEM POROTHERM. THE FRAME STRUCTURAL SYSTEM IS MADE UP OF REINFORCED CONCRETE COLUMNS AND BEAMS. THE CEILING STRUCTURE IS MADE OF REINFORCED CONCRETE CEILING. FLOOR PLAN IS RUGGED. ROOF STRUCTURE IS DESIGNED AS A GREEN FLAT ROOF AND PART OF THE MULTIPURRPOSE HALL IS ROOFED WITH THE ROOF MADE BY GLUED TIMBER TRUSSES. THE BUILDING IS BASED ON THE STRIPS FOUNDATIO
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14

Wan, Chi Kin. "Time history analysis and optimal drift design of multi-storey concrete building structures under seismic excitations /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WAN.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 127-131). Also available in electronic version. Access restricted to campus users.
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15

Mráček, Ondřej. "Polyfunkční dům Olomouc Hněvotínská - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226478.

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In my work, I dealt with the development of building technology project for multi-functional building in Olomouc Tabulový Vrch. The goal is to select and develop appropriate design of the building in terms of financial, time and technical requirements based on the technical documentation provided by the designer. Building technology project includes a study of implementation of main technological stages, object, time and financial plan, drawings site equipment, site equipment technical report, technical regulations, inspection and test plan, financial budget for the construction of the technol
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Burda, Patrik. "Nosná konstrukce vícepodlažního železobetonového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371853.

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The diploma thesis is focused on design on loadbearing reinforced concrete structure of multi-storey apartment building with shops and offices on the ground floor and underground garage. The thesis consists of the analysis and design of ceiling slabs above underground floor, supporting columns and the beam under the underground floor ceiling slab. Calculation 3D model was created to determine internal forces. All structures are designed according to EC2, ČSN EN 1992-1-1. The thesis includes elaboration of static calculation, shape drawings, drawings of reinforcement of solved structures. The r
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17

Hirt, Lukáš. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227214.

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I deal with new building of multi-functional building. The building will be located in the town Brno-Horni Herspice, Sokolova street, parcel number 707/1, Brno district. Multi-functional building has four floors. Maximum dimensions the outline of the building are 20.56X21.06m. Height of the parapet wall is 12.815m above 0. The building is build on foundation strips of plain concrete 20/25. Concrete slab is reinforce with kari net 150x150x6. The building is designed from the masonry system Sendwix. The precast staircase is made of reinforced concrete. Ceilings are designed of the floor slabs Sp
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Koláčková, Michaela. "Objekt pro seniory Ořechov." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372190.

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The subject of the diploma thesis is processing of the technical part of the project documentation for the new three-storey home for elderly with partial basement, which is located in the village Ořechov. The object is situated on a flat terrain, which is situated little bit higher than local road. That was used for an architectonic conception of the house –basement is open and accessible by local road from the north side, the rest is under ground. The detached building is partly roofed by a flat green roof and partly roofed by flat roof covered with gravel. The object is divided into individu
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Stančík, Adam. "Mateřská škola v Novém Jičíně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227500.

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Single-storey C-shaped building of kindergarten in Nový Jičín with flat green roof.The building is situated on the flat land. The plot is accessible by local road. Kindergarted has irregular plan. The ends are connected by connecting tunnel, which is partly below ground level. Courtyard facade is a vertical garden - green facade.
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20

Miška, Tomáš. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226579.

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The aim of the master’s work is elaborated complex project documentation for new multi-purpose house in Staré Město pod Sněžníkem. The building combines retail stores with space for housing. Custom text labor is completed by annexes, which consists of drawing documentation, building alternative solutions, static calculations, fire safety and technology of the building. The subject of specialization is solving the water supply and assessment of reinforced concrete girder. The project is designed by using Allplan 2009, Scia Engineer 2009, Stavební fyzika and MS Office 2009 and is engaged in the
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Bajer, Radim. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227514.

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This master thesis is focused on elaboration of project documentation for constructing autosalon in Žďár nad Sázavou. Project and appendix are processed by current applicable laws, regulations and standarts. Designed object is situated on plat #6167/2. Both plat sis parts of cadastral area of Žďár nad Sázavou. There are all needed engineering netwoeks nearby. Object is divided on two functional parts, which are operationally and constructionally connected. First part is exhibition and representatice hall, which are capacity of 7 exhibited vehicles. Other partis formed by administrative facilit
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22

Djamai, Zakaria Ilyes. "Contribution à la caractérisation multi-échelle de composites textile mortier à inertie thermique renforcée par des matériaux à changement de phase (composite MCP-TRC) : application au bâtiment." Thesis, Lyon, 2018. http://www.theses.fr/2018LYSEE006.

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Le secteur du bâtiment recèle un fort potentiel d’amélioration en termes de performances thermiques et atténuation de l’empreinte écologique. Une bonne conception de l’enveloppe ainsi que de la structure du bâtiment s’intègre pleinement dans ces objectifs et permet de contribuer efficacement à la réduction des consommations énergétiques. Cela s’accompagne d’un choix pertinent des matériaux et systèmes constructifs composant l’enveloppe ainsi que la structure du bâti.Le travail de recherche présenté au cours de cette thèse s’inscrit pleinement dans ce contexte et vise le développement d’un comp
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Arab, Albara. "Dům krátké cesty v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227115.

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The topic of my thesis is an architectural study of a multifunctional residental building located at Svitava river bank which is surrounded by streets named Masna, Krenova and Hladikova. The objective of the study is to design a building that would utilize the space effectively and restore its function. As a result of the study, my project is divided into three compounds with the inner being a semi-public space, linked to its sruroundings by many passages and two main boulevards. The three combounds are composed of one administration block which is four storeys and the other two compounds are
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Jayasooriya, Jayasooriya Hevavitharanage Aruna Ruwan. "Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events." Thesis, Queensland University of Technology, 2010. https://eprints.qut.edu.au/67925/1/Ruwan_Jayasooriya_Thesis.pdf.

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Terrorists usually target high occupancy iconic and public buildings using vehicle borne incendiary devices in order to claim a maximum number of lives and cause extensive damage to public property. While initial casualties are due to direct shock by the explosion, collapse of structural elements may extensively increase the total figure. Most of these buildings have been or are built without consideration of their vulnerability to such events. Therefore, the vulnerability and residual capacity assessment of buildings to deliberately exploded bombs is important to provide mitigation strategies
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Martochová, Jana. "Městský dům - architektura kombinace funkcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225863.

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The theme of my disseration is an architecture study of multifunctional building which is surrounded by the streets Vranovská, Cejl and Jana Svobody and by the embankment of the river Svitava. Objective of the study was to design a building that would utilized the space of the plot effectively. The result of design is the construction which is characterized for its inner semi-public atrium space with link to the bank of Svitava and street Jana Svobody. It is five-storey house. In the first two stories there are different feature amenities (kindergarden, office building, restaurant, café, media
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Kyselá, Jana. "Dům krátké cesty." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-354949.

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The locality is situated in the city quarter Brno-Židenice in close proximity of the railway line connecting Brno and Česká Třebová. The area is delimited by the Bubeníčkova Street from the South, the Koperníkova Street from the East, by Lazaretní Street from the North and by a road copying the railway line from the West. The elemental form of the projected compound is divided into three blocks by pass-through axes. The blocks are interconnected with a common basement where underground car park is located. The blocks have up to six floors above ground. On the first floor, there is a variety of
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Kajewski, Stephen L. "Post-tensioning and its effect on multi-level formwork load distribution." Thesis, Queensland University of Technology, 1998. https://eprints.qut.edu.au/36033/8/36033_Digitised_Thesis.pdf.

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Multi-level concrete buildings requrre substantial temporary formwork structures to support the slabs during construction. The primary function of this formwork is to safely disperse the applied loads so that the slab being constructed, or the portion of the permanent structure already constructed, is not overloaded. Multi-level formwork is a procedure in which a limited number of formwork and shoring sets are cycled up the building as construction progresses. In this process, each new slab is supported by a number of lower level slabs. The new slab load is, essentially, distributed to
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28

Размахова, Анастасія Артемівна, та Anastasiya Razmahova. "Дослідження фундаменту сімнацятиповерхового житлового будинку в м.Львові". Thesis, Тернопільський національний технічний університет імені Івана Пулюя, 2017. http://elartu.tntu.edu.ua/handle/123456789/19464.

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У магістерській роботі розроблено проектно-технологічну документацію для будівництва сімнадцятиповерхового житлового будинку з дослідженням фундаментів, залізобетонних лементів будівлі та теплотехнічним розрахунком багатошарових утеплених стін і покриття. Проведено техніко-економічне обґрунтування будівництва. Запропоновано заходи з техніки безпеки на будівельному майданчику<br>The design and technological documentation for the construction of residential building with seventeen floors is developed in the master’s paper. The research of foundations, reinforced concrete building elements
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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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Marková, Kamila. "Intenzivní městský dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-355026.

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The theme of my disseration is an architecture study of multifunctional building which is surrounded by the streets Křenová, Rumiště, Mlýnská a Štěpánská. The main aim of the work is to create structure wich would offer different functions. These would fill the missing services and offer new opportunities. The result of my design is the construction which is characterized by its public terraces placed on top of the covered parking lots on the first floor. The whole complex is formed by three connected blocks. One of the important parts of the design is to uncover river Ponávka. That would make
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Avilla, Marcella Caon. "Análise da deslocabilidade lateral de edifícios de múltiplos andares com modelos tridimensionais de barra." Universidade Federal de São Carlos, 2016. https://repositorio.ufscar.br/handle/ufscar/8606.

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Submitted by Aelson Maciera (aelsoncm@terra.com.br) on 2017-03-29T18:21:36Z No. of bitstreams: 1 DissMCAad.pdf: 6301246 bytes, checksum: 1a4544ba506998d2e95d6d0e3106cbc2 (MD5)<br>Approved for entry into archive by Ronildo Prado (ronisp@ufscar.br) on 2017-04-03T20:08:32Z (GMT) No. of bitstreams: 1 DissMCAad.pdf: 6301246 bytes, checksum: 1a4544ba506998d2e95d6d0e3106cbc2 (MD5)<br>Approved for entry into archive by Ronildo Prado (ronisp@ufscar.br) on 2017-04-03T20:08:41Z (GMT) No. of bitstreams: 1 DissMCAad.pdf: 6301246 bytes, checksum: 1a4544ba506998d2e95d6d0e3106cbc2 (MD5)<br>Made available
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Bár, Radek. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226538.

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This master thesis is focused on elaboration of project documentation for constructing autosalon in Kopřivnice. Project and appendix are processed by current applicable laws, regulations and standarts. Designed object is situated on plat #419/2 and partly on plat #419/27. Both plats are parts of cadastral area of Kopřivnice. There are all needed engineering networks nearby. Object is divided on three functional parts, which are operationally and constructionally connected. First part is exhibition and representative hall, with capacity of 11 exhibited vehicles. Second part is formed by adminis
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Žajdlík, Pavel. "Městská knihovna." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226530.

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This thesis addresses the new building of the municipal library on 3 floors. Operation of library is divided into public and private part. On the first floor there are dressing rooms, technical facilities, training rooms and spaces for commercial uses, such as a cafe and stationery. Storage spaces of library are using all floors and they are located in a separate wing. The main interest of readers is placed into the second and third floor, there are also offices to ensure the operation of the library. All floors are equipped with sanitary facilities for each building operation. The building is
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Brodecký, Miroslav. "Patrová budova s atriem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265534.

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The diploma work deals with a design of a steel load-bearing structure for a multi-storey building with an atrium consisting of five above ground floors. The property is situated into Blansko area. Its ground-plan measures are 32.5 x 56 m. The maximum height of the property is 23.2 m. The height of the floor is 4 m. Load-bearing structure is designed with articulated joints. The atrium roof is formed from truss girders. The design and assessment is done according to rules in operation.
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Surovec, Daniel. "Patrová budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372208.

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The object of this thesis is to design and assess steel structure of multi-storey office center in Vsetín. Floor plan dimensions of building are 48x40m. The building has ten floors. Overall height is 35,5m. The building ceilings made of composite steel and concrete structure. The part of build are roofer atrium and one bigger room aula with dimensions 24x16m. Two construction variants were designed and assessed. Longitudinal and transverse rigity of variant A is ensured by truss bracing. Transverse rigity of variant B is ensured by truss bracing and longitudinal rigity is braced by bracing fra
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Serbousková, Kateřina. "Obchodní a nákupní centrum v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372282.

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The final thesis deals with the design of the steel loadbearing structure of the shopping center situated in Brno. The built-up floor area is 1973 m2 (L-shaped ground plan with dimensions 48 m x 50 m). The construction consists of three parts. Building A has four above-ground floors and reaches a height of 25.5 m. The steel structure of mono-pitched roof is designed in two options. Both options consist of full-length purlins and truss girders. Building B is a single-storey building with a mono-pitched roof top reaching 8.1 m high. Building C is three-storey with a flat roof. The first floor ha
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Tichák, Tomáš. "Divadlo v Přerově." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240118.

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The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and structural assessment, including joints. Dlubal RFEM 5 structural analysis and
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Tuchyňová, Andrea. "Projekt nosné betonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240459.

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This diploma thesis is dealing with frame multi-storey garage structure, mainly with its slab. According to the assignment there was made a parametrical study. It contains the comparision of three construction versions: solid slab, slab with void formers Cobiax and prestressed concrete slab. At the chosen variant the 3D mathematical model, which was created in software Scia Engineer, was specified and the construction was designed according to ultimate limit state and serviceability limit state. The outlet of this thesis is structural design and drawings with all designed items
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Hándlová, Barbora. "Obchodní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391915.

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The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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Balhar, Martin. "Patrové garáže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392201.

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This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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Malý, Jiří. "Sidlo stavební firmy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227550.

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This thesis processes project documentation for headquarters of construction company. Main purpose of building is to facilitate administrative nd manufacturing needs of the company. Building contains of reception, offices, meeting room, restrooms and lock rooms for employees, elevator and workshops. There is underground garage in the basement. Building is going to be situated in Stritez u Policky. Building takes up 1088m2 of land. Vertical structures are mainlymade of concrete and brick blocks. Horizontal structures are made of reinforced concrete panels, roof structure is made of wooden truss
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Kočí, Petr. "Ocelová konstrukce obchodního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265292.

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The diploma thesis elaborates on the proposal of a loadbearing steel structure of a shopping centre. Four-storey building has total lenght of 88 m, width 48 m and its base structural grid is 8 x 8 m. The total height of building is 25,4 m. First three floors above ground are designed with structural height of 5,6 m whilst the 4TH floor uses height of 4,0 m. Frame structure is formed by primary beams and castellated secondary beams. Above 4TH floor, the roof structure is designed in two alternative versions, both using solid purlins and truss girder. The 3D computer animation of the building is
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Мельник, Лілія Миколаївна, та Liliya Melnyk. "Проект офісного центру з дослідженням енергоефективності огороджуючих конструкцій". Master's thesis, 2020. http://elartu.tntu.edu.ua/handle/lib/33669.

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У першому – архітектурно-будівельному – розділі описано вихідні дані проекту, умови району будівництва та функціональну характеристику об’єкту; наведено техніко-економічні показники об’єкту. У другому – розрахунково-конструктивному – розділі сформовано модель десятиповерхового будинку з дворівневим підземним паркінгом; здійснено розрахунок і конструювання будівлі, колон, плити перекриття, фундаментної плити П-І. Третій – науково-дослідний – розділ присвячено опису заходів енергоефективності будівель нового покоління, а також обґрунтовано доцільність рішення комбінування способів опалення офісн
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Motter, Christopher J. Motter Dhristopher J. "Serviceability analysis for deflection of reinforced concrete floor slabs in multi-story high-rise buildings." 2009. http://etda.libraries.psu.edu/theses/approved/PSUonlyIndex/ETD-4144/index.html.

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Вірченко, Віталій Миколайович, та Vitaliy Virchenko. "Проєкт громадської будівлі з дослідженням залізобетонного перекриття". Master's thesis, 2021. http://elartu.tntu.edu.ua/handle/lib/36907.

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Нелінійна реакція залізобетонної конструкції на сейсмічну дію дуже важлива. ЗБ структурні системи є загальноприйнятими системами у всьому світі. Після вимірювання величезної кількості землетрусів інженери та дослідники підвищили свою обізнаність щодо безпеки конструкцій та властивостей матеріалів. Нещодавно на основі FEMA-273 і ASCE 41-06 в NCREE був розроблений код SWPH. Код SWPH [1] використовувався для моделювання встановлення пластикового шарніра для Pushover Analysis в змодельваній ЗБ-структурі у програмному забезпеченні SAP2000 або ETABS. З метою забезпечення еталонних результатів випроб
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Костецький, Юрій Володимирович, та Yuriy Kostetsky. "Проєкт виробничого корпусу підприємства з дослідженням впливу динамічних навантажень на несучі конструкції". Master's thesis, 2021. http://elartu.tntu.edu.ua/handle/lib/36911.

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Це дослідження має стати кроком у дослідженнях використання впливу вібрацій, спричинених TBM, на наземні будівлі для прогнозування майбутніх наслідків вібрацій, спричинених трафіком метро, на ті самі будівлі. З цієї причини багатоповерхова залізобетонна будівля, розташована між двома тунелями метро, була обрана для моніторингу індукованих вібрацій TBM та руху транспорту в обох тунелях метро. По-перше, два записи прискорень були зібрані з досліджуваної будівлі під час будівництва двох тунелів проекту, коли ТБМ проходили під будівлею. Після трьох років перших вимірювань, коли лінії метрополітену
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Пакулець, Ірина Русланівна, та Iryna Pakulets. "Проєкт адміністративного корпусу з дослідженням залізобетонних конструкцій". Master's thesis, 2021. http://elartu.tntu.edu.ua/handle/lib/36914.

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У цій роботі для динамічного аналізу цієї системи P-S використовується метод двостороннього графіка потоку стану. Функція частотної характеристики обладнання щодо горизонтального руху грунту безпосередньо формулюється як аналітична і закрита форма відповідно до графічної моделі. Тут обладнання, прикріплене до багато-поверхового будинку, розглядається на чисельному прикладі, щоб продемонструвати переваги цього методу<br>This paper uses the two-way state flow graph method for dynamic analysis of this P-S system.1 The frequency response function of the equipment relative to the horizontal movemen
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Самогальський, Ігор Іванович, та Igor Samogalsky. "Проєкт багатоповерхового житлового будинку з підземним паркінгом з дослідженням НДС основних конструкцій". Master's thesis, 2021. http://elartu.tntu.edu.ua/handle/lib/36906.

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У традиційному сейсмічному проектуванні використовуються індекси деформації, такі як, наприклад, зміщення поверху або коефіцієнт пластичності. Процедура проектування розроблена на основі неявного припущення, що ці показники раціонально відображають серйозність сейсмічних пошкоджень, завданих споруді. Це припущення, однак, не завжди є достатнім, оскільки пошкодження кожного елемента конструкції, ймовірно, змінюються, навіть якщо будівля піддається однаковому рівню деформації. Останній прогрес у нелінійному методі скінченних елементів (МКЕ) для залізобетону (RC) дозволив передбачити поширення тр
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